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DA7E REFERENCE NUMBER LOG NAME PAGE
1211010� **��� 93'�� 30ALLIANCE 1 of 2
SIJBJECT CONTRACT WfTH CHAMPAGNE WEBBER, INC. TEXAS FOR WEST CARGO
TAXIWAY 1MPROVEMENTS AT ALLIANCE AIRPORT
REC�MMENDATI�N:
It is recommended that the City Council authorize the City Manager to execute a contract with
Champagne Webber, Inc. Texas in the amoun# of $5,849,367.88 for West Cargo Taxiway
impro�errients at Alliance Airport.
DISCUSSION:
On September 'I i, 20Q2 (M&C G-13736}, the City Counci� authorized the Aviation Department to
ad�ertise fior the canstructior� of improvements for necessary West Cargo Taxiway impro�ements at
Alliance A�rport. This work was authorized subject to the a�ailability and acc�ptance of Federal
A�iatian Administra�ion (FAA) funding grants, which have been recei�ed in the amount af
$6,496,029 .DO. Existing land credits that remain from the originaf land donatian for Alliance Airport will
be utilized for the City's 1 d% in-kind lacal match requiremenfi #or the construction portion of this project.
The remaining $645,653.12 in the FAA grant funds will be u�ed for #he administration and inspection of
the construction servic�s, project management, contingencies, and change prd�rs.
The projeci was advertised for bid on 5eptember 26 and October 2, 2Q02. On Octaber 24, 2002, the
following bids were received:
(Base Bid and Alternate No, 1)
: �� -�
Cnampaane Webber. Inc, Texas
Sutton & Associates, L.P
Texas Sterling Gonstruction
Duininc� Bros., Inc.
Jac�san Construction, Ltd.
Orval Hall Excava�ing Company
Site Concrete, Inc.
A_M_OUNT
$5,849,367.88
$6,zao,141.98
$6,249,967.�0
$6,525,803.90
$6,617,025.00
$6,896,423.80
$7,113,290.61
APAC-Texas, Inc.
$7,631,4�7.40
�mega Contracting, Inc. $8,445,960.30
C`ity of �'ort �orth9 T'exas
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DATE REFERENCE NUMBER I�OG NAME PAGE
1211fl142 **�0���7� ` 30ALLIANCE 2 of 2
SUBJECT CONTRACT WITH CHAMPAGNE WEBBER, INC. TEXAS FDR WEST CARG4
TAXIWAY 1MPROVEMENTS AT ALLIANCE AIRPORT
The Base Bid is for constructEon of the West Cargo Apron, and Alternate Na 1 is far extension of the
West Cargo A�ron infio Taxiway "P". Total construcfiion time required is 36D calendar days.
This project is Eocated in COUNCIL DISTRICT 2.
The low �idder, Champagne We�ber, Inc. Texas is in compliance with the City's DBE Program by
cammiiting to 22°fo DBE participation, The City's goal on this project is 22%.
F15CAL INFORMATIONICERTIFICATION:
The Finance Direc#or certifiies that upon approvat �f the above recammenda#ion, funds will �e available
in the current operating budget, as appropriatedo vf the Airports G�an� Fund.
MO:k
$ubrnitted far City Manager's
Office by;
Marc OEt
Originating Department Head:
Douglas Rademaker
Addiiional Information Contact:
Douglas Rademaker
�ITND � ACCOUNT � CENT`ER � AMOUNT
(to)
8476
6157 (from)
GR14
GR14
�
6157 I
539120 055218822010 $1,549,367.88
539120 055218811010 $4,300,400.00
CITY SECRETARY
APPROVED 12/10/02
r.,
�iSSI�llTM�� ���]�11VV��N�
ASSIGNMENT OF CITY �F FT. WORTH CONTRACT CHAM�AGN�-WEBBER INC., TEXAS TO
W. W. WEBBER INC.
WIIEREAS, Champagne-Webber Inc., Texas now has heen awarded the following cantract with the City
of Ft. Worth as described be�aw:
Frolect Na.
Contract Amount
ATP Project #3-48-p296-1601 )
AIP Project #3-48-0296-2002 } $5,849,367.88
DOA Project #GR76-539120-055218565014 }
DOE Prolecf #�3839 }
WHEREAS, CIiAMPAGNE-WEBBER INC., TEXAS, when awarded the above described conhact, has
changed their name ta W. W. WEBBER INC.
WHEREAS, there appears to he no statutory restriction to such an assignmant; and
WHEREAS, consent to assignment is required on the part of Ylze City of Ft, Worth.
WHEREAS, iIARTFORD FIRE INSURANCE COMPANY, acting as the surety for this condract does
consent to this assignrnent.
NOW, THERE�'ORE, THIS AGREEMENT daes hereby fransfer, set over and assign said contract to W.
W. V4'EBSER INC., and W. W. WEBBER INC., agrees to perform said contract's work and to assume
all rights and obligations therein, including all right of payment and all obligations ofpezformance
thereunder, and to complete the work in the contract in full campIiance with the terms and conditions af the
projeck plans and govextivng specifications.
IN WITNESS WHEREOF, the parties hereto execute this agreement on the dates herein shown.
CONTRACTOR
CITY OF FT. WORTH
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MARC A. Oi7
ASSI5TAN7 C1TY MANAGER
CSAMPAGNE-WEBBER INC., TEXAS
By'` �' �i
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SUR�TY APPRQVAL
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IIAR'�FORD �'IR.E II�TSURANCE COM�ANY
Surety {Firm name and Seal)
By: �'-��—�— �l, j �� /ok - /�- � a.--
Attorney-in-Fact \` � Dalc
��'�f�i� �lG. ��- f�Yy'R�`{`""
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� Ha�tford Fire Insurance Campany
� Hartford Casuafty Insurance Company
� Hartfor'cf Accident and Indernnity Company
[�] Hartford Elnden�vriters Insurance Gampany
�'�iE H��iF'���
HAFi'CFDRD PLA7A
FiARTFORQ, CpNNECTIGU'i' 96195
Twin City �'ire Insurance Company �
Hartfard lnsuranee Company af Iliinois [�
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Ha�ford insurance Compar�y of the Midwest [�
Har#�ard Insurance Company of the Southeast �
,
KNOW ALL PEaSC1N5 BY 7HE5E PRE5EN75 THAT the Hartford Fire lnsurance Company, Hartfard Accrdent and Indemnrty�
Company and Harftord Urrderwriters lnsurance Company, corporatians duly organized under th� I�ws of fha 5tate of Connecticut; Hartfarq
lnsurance Company of !llinois, a corparatimn dufy organized under the Eaws af the Sta#e o# illinois; HartPord Casualty Insuranc� Campany,
Twrin City Fire Insurance Company and Hartford lnsurance Company of the Mirlwssf, corporatinns duly organized uncfer the laws af the
State af Indiana; and Hariford Insuranae Cornpany of the Soufheast, a corparaiian duly organized under the laws of the Staie of Flnrida
having their horne o�ce in Hartford, Connecticut, (hereinafter colleciively referred #o as the "Companies"? do hereby make, canstitute ��c
appaint, up ta the amount nf unlimited:
D_A. Valentr, Denise A. Maddsn, Ro6erf Trobec, Kathlaen M. lrelan, !an J. Donafd
Of
Troy, MI
thefr true and Eawful Attorney(s)-in-Fact, esch in their separafe eapacity Tf more ihan one is named above, #v sign its name as surety(ies
an�y as defineafed above by �, anci to execute, se�l and acknowledge any and aU bands, under�akings, cvntraots and oth�r writtc��
instruments in the nature #heraof, on bei�alf of the Companies in their business af guaranteeing the #ic#efify nf persons, guaranteeing thF
performance ofi contracts and ex�cuting ar guarant�eing bands and undertakings rec{uired or permitted in any actions or prnceeding;
a(lowed by law, (
l� Wit�ess Whereof, ar�d as authorized 6y a F2eso�utfon of the Board of Directors of the Cpmpanies on S�ptemb�r 12#h, 2Q00
the Companies have caussd these presents to be signed by its Assistant Vice President and its oorporate seals to be hereto a�xed, dul�
at�ested by ifs Assistant Secretary. Further, pursuan# #o Resalution of the 6oard of Directors of the Cornpanias, tha Companies hereb
unatr�higuausly afFirm that they are and will be bvund by any mecha�nically applied signatures applied to this Power of Attarney.
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a,.et,Ycrfi'/� ,h r ►� $ Ff�[l�ya�s� �'4tlai4 +�+�d^a�A
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Paul a. Bergenhottz, AssisEant 5ecretary
sr�r� aF cor��aEcncuT
� �� Hartford
COUhITY OF HARTFbF�D
��
John P. Hyland, Assistant Vlce President
On this 19"' day af September, 2��Q, hefore me personally came John P. Hyland, to rne known, who being by me duly sworn, d
depr�se and s�y: that he resides in the County af Hartford, S�ate of Connecticut; that ite is the Assistant Vice Presider►t of the Campanie�
tF�e carpor�t�Qns described in and whicM executed the ab�ve instrumer�t; that he kriows th� seais of the said corparations; khat the se
affixed to the said instrurnent ara such corporate seals, that they were so affixed by a�tharity of the Boards of Directors of said oorparatio�
and�tha# he signed his name thefeto hy iike authbrity. '
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7can H. Wozniak
CERTlFIChTE A7ntary Pui�lic
. My Cormnission Etcpires .Tune 30, 2004
I, the undersigned, Assistant Vice Presiden# ofithe Compa�ies, Do HEREBY CERTIFY that tha ak�o�e and Foregoing is a tru� a�
oorrecf capy of the Power of Attorney executed by said Companies, which is still in full force e�fecti�e as oi D������x �� � 2002 �
5igned and sealed at the City af Hartfard.
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Colleen Masiroianni, As5€stant Viee PresEdent
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s�:�a,-ate lorn� fur �he 8�5� B� + I3LL� r�[�T��thl�l'i�S clemu�s�a-atir�g �catripl�arr��
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Co�ti�r,xct i]����Gntcnts i� fpr ll�i: BASE 136:f�� Hl����5 ��l��l SUXlji�l� a sc�r.trik�� #arm 1'ar
�It� B�1S� F3� ��3ji} A�1TFR�i r�T�.�, wlij�h i� at�ached he�c:co.
X.� irisur�ance i�cy��rcrnentti
I,?,1 ��'itl�i3ti t�n ( I{]} ��y� n�' lh� r�c�i�i� �f noliCe c,#- award o� �o[tiE.racl, tll� CUi�t3'�C��f fTCE1��
�,r��vi��;, afc�r�g witl3 e�ecuEeci cun�ract t�oc�lEncnts and ����op�ia�e I�cs�Yc�s, proof' o�`
in�urar�cc fo� �Jc}r�cer'� ��r���+��.waziorY nt�d C:�c�mprel�ert�i�e Ge�tier�l f�i�la�lit�+ w��i�
limil� n��� l�ss rl��rr� �1Y�: #-allov��rrg;
�Nc�rkcr's �on�DUr��:�ti��t
l, S�alc —.�k�l��l�krY
�, Applica�le k�ed�:raf — �tatu�ory
3. �L�m��lc�ye�•Ts 1Wial�ilA�y - ��0�},[J[7Cl
{���r�l,�xhen�ave ��t��ral Liabal�tv and Proo���tv Da_ ma�e.
1. B��dily T€���ir� - - - -
�. �ach c�ccu�-rcr�re - $j ,4�C�,��U
}}. 1�1]R4iik� �l�;�s`���C - �1,�}�1Q,���
�. �'r���?��ty� l���rr���e �111��41{E1fk� ��c��os�on, �n�l�aps� �nd un�icrgrc�La�+l
C�Vei'��C'S}
�, E�lc�� �ai:c�arrence - �+1,0{1D.{7i]�
1�. Annu�l ag�re�ate - $ l,i7l)�,(}[lE�
C4�mnt-�:13�:nsi.��e 4ul�r��c�1�i�� LrK�L�i�iE
1, i3c���Iy 1r���tr�
it, F,�cl� per��r� - ��(lfl,{}p�
U. Each accid�nr - ��,{l[]{),U{l�
�, �'r���e�[y D��n�K��
a, �ach c�ccurrc�c:� - �I,�O(1,�U€}
� C'nn��;�c�L�a! I���E�.iii�v
� l. Bodily �njury
�i. ���;1� nGCllri't:l1Ce - �1,{)Of},OC}Q
� ' �. �'r��er�y �arna�e
�. .��3it�a1 �g�i•c�,ate - �l,U�€},000
Adder�dum ?�l�w. � P�►gc � rr�' 13
1.�.� The ��t}� ��F F��ri Wor#�i, '1'cxas �rr�i 1�Ili;��ticc Aitport shali aa�: c�ti+�or�cd as �td�it�c}nal
�nsu�x:� �ar�ies ��r �a�E���ct�,rTs it����r�nce p+�licie� cxceptin� ern�lr,y�r'.s li�tbi�it�,
itis�ran�e c��v�.�•�g� un�er ConCra�Lc�r'� worEcerF� com��nSa[knn i�swurancc pol.icy. Tl�e
C'��n�a��or's �en���t ii�rk�ili[�+ ii���GrKir��� ��rricr sE7rili �s�tie :r �e�arat� Protective
Liabili�y Pi���c}� c�v�ring O�vne� �nd En�ineer �rvvidin� �.c�vert��c; �o� ��t �e�s �t�an Che
�rx��ur��s li���d abc�v�_
1.2.3 C'erii�ica��:s of' ins�ar:�nce shali �c: dc�li�cted �'� lh� �'��}+ c�� C`or� V1�orlh, cs}�t�r�c�
adtx�flislr�kc�e ir� tlxc ri:s�ecti��e �lepa�����z�n� as s�ccit�ed in �€�e l�id docun�nts, i�0�
'i:'�r�}ckmorton S��ee�, F{}rt �lnrtly, T'�C 7f� I c!?, pr�c�r tc� c�mix�eitic�r�rn� ��I' �,�4�rlc on �l�c
cor�trackecl p�'4kj�ct.
1.�.� A�ty ��il�r� c�n �k�� �?�I'� �}� ���{: �i�.�+ ��1 I�.'C�13��� ]�Ei�ll1CI:C� iC14lCfilf�C�' [��]L�LI111S;i1t:l�ll}[1 ��3iil�
n4�� co��stitttte a waive�r {�f �E�� i,�s����tnce req�ire�mc�n�� �pccitjed herein.
1.2.� E�ch insur:utc:c p���ic� sli�'�11 lx� �ndorsed �o pr�vi+�� �1�� Ci�� a��in�rr�ur��� c�r' �i�i��ty �3Uj
���rs nn�i�e �>f' c�utcella#�on, nc}rt-r���r:w���, ��i�l�r rr�a#��i�l c�r��t��,e in �vlic� �e�n�� or
c�ver��e. ��► �e�i (10} �la�s notice *Ea�ll be acceptal5le rn Ehe ev�n� �f non-�ay�nenl �t'
[] 4'��iTl l �7I73.
1.�.� l�isu�e� rr���t lac a��thori-r.,ed tc� d� �usit��ss iz� l�he S�a�� o# "�"�xa� �nci F�i1V�: �l C41f1'CE1l
A,N1, �;��� ral�n� «1' A: �!I l irf �;c}u�vaIettL 1�ti::Ms��re c�l' I-inu�tcial str�r���h r�«cl scs�v�nc}+.
1.2..7 D�dttctf�le I.,imit�, uf self-F��cieci re�e.n������ li�rtit� on ���c]Y �c�l�c�+ mt��! i�c}� �x��:ed
� I C�,OQ� p�r occur�-e�c� u��lc;ss atlic��wi�e appr�v�� b� thc i`ity.
1.2�.8 (��her �i�atti work�.��'w �c.���rcnsatior� rnsk�ranc�. in 3i�u �t' �Fa�ii�ic>na] insuranc�, �il.y rr��y
co��i��ef �l�er���ivc c�,vera�c c�f eisk trca�meni mc:a��re;s l�To4��k� in���rart�c pna�s ,�r
i�isEc ��i�nk��aX �;ri�u}��. 7-he mu�i ����rav�: in wri�i�g �n alt�rriat�ve ci�ver���.,
]."'.9 Vw'orlcers' cs��i�e�s�tior� ir��ur�nc:� ���ic�(s} c�ver�r�� ��tYti}��oyees empl�>yccl by� ttye
prujc�i s�all �ie �n�Cirrs�il w�tE� a w�4i�er c�l's��bro�atiart ��rt��+iding rf�hts of �-��:�]ver�r ir�
1'arrc�r c�� [�7c ���y,
1,2.L0 �'i�y �t�{tlf not bc re�pcm�ihle fo�� tlYe direc[ F����n� at` in�u�'an��: �r�miurn cc�sls #'or
cc�n�r:Mcicxr's ins�arance.
�..�. i 1 C'onzract+�r"� ��s�t�a�tce �a{�lic:T�� stst�ll �z��11 �a�e en�Jc��:wec� [a �rovid� �I�:�t �u�:t� in�►iranc�
k4 �I'il�i�i'!! �33`��tE�:�lOii �.Cli� cli��r Sell'-1�LI�7[��� Of �OlZ7.I�7.�f�i�1 COVCf�l�� Fn.'��rlEa�n�:C� ��� C�j[�+
�iru�� n�r� be �ail�d upon �� cr�«�eihK��e ��r I���s rccov�.ry,
1.2�, I 2� i�� �k�L c�u.rsc r�f th� p��i�jcct. Co�rt�•��:r.�}r s�a�� �poT�. in :.t �ir���ly i�iann��•, lt� C��}�'s
�fti�:i�,lly d�sign����c� c��ntr�t�� a�r�iiaistr�t{x�• ar�y k�lowi� lcrss [rcciirr�nce wE�i�h co4�Ed
�ive� ri�e lc� {� liabil��y cl;tir�� or i�wsuit or wl�ich c��t�s1 �•�sk�l� in u�r���er�}� l�s*.
l.?.1�3 �or�tract�r'� liab'tliLy shal] �cat 1ae �in�it�.� tr� �h�: spcci#ied am{}un�� of" rnsurar�ce
rc�luit�ed h���rn,
1.�,I� G�aon ��yuest a�' �h�: C:�ty, C:nnkract,r.�r sh;till p�x��i�e cnrr�pl�:�c: �.opie� uX �i] �ns�rance
ps�Gicic�� rcyuit�c� by �hesc c���r�c� d�cun�e�ts,
1.3 �,rtybi��i#y
ln cttsc �aF �mbig��it�+ ur ltacic oi' c�earness in s[�tin� �rrice� �n �he prop��,a1, �ij� Ci[}�
res���vc� ttY� ri�ht to �,�o}�t ti�e �-tost a�lvar�tagec��as co�tsxi�acl ic3n [h��•�:ni` �a �h� �ity �� tc�
rcjccl L#�� p��c���nsaJ.
1.� rrrrplc�yxn�n#
�ctden�u�3 �c�. � �'��;e 3 nt` 1�
�l] C�iddea:� w�ll be i��uii�eii to ctrs��1�ly wi�h �ity Or�c�ir��,n�:�: �o, 7�7� :ts :t�r�cr�de�i hy
�ity t�zdit�anc� �lr�. �=�(�(} �F���'t V+'c}f�ly �ity ��rcEe S�c�i��n 13-A-�1 tliro���1� 13�u-�{J}
�,ro�ibili�� lil4CflfC�llCl��ll]�11R �Il'k�ik��CllCfi�;}1-�1Ct1CCS.
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T1�e consrfwc�4�a` sh�tli �:c�n��l}� wikl�E :�11 r�c{uirer���ut� o�' �f�apt�r 22��i, 'I'cx���
C��v�i-I�n1C�lt �O{��. lr1C�u[1i�3� Ll1C piryrr�e�t cxt- cto� le�s RE�a�y th� ra�e� cieler�r�ined l�y �h�;
C'�t� Co���rci� of tl?� C:ily o� ��rxaY 1�4F��rtls �o be t�t.e prev:��.lin�� wa�e eate� jn �ccorxi�n�:�
�vikh ���xpter ����, "�"ex{Ms ��}vc�r€��erGt Cadc. Suc� �rrv�rili«� wa�r� rates �re i�Yci�detl
i�� tl��r��: c��71�•aci �uc:�tfncnt�.
T��c cont��a�t���• �IYa�E, f���- �� ��rr�ci c�i� tttr�:e �3� v�:��s follu�v�i1� tlt�: datc uf ��:c�pta.u�� �f
Ihe work. e�t��nE�ii�ti rccoec�,� �liat sh�w (i} the narrt� �u�d occ��p�tioi3 of e��c� wc�rker
�in�lc>y�;cl b}� tF�� ci���[rac4ar in khe cc�n�tru�;��orr vf tlrtc wurk prnvide�d f�r it� t����
co�tract: at�� �ii} ihe i�c:t�r71 p��• di�:�n w:tc�s paici to �ac:lz w��ikcr�, T�Y�sc rec�s�cis siiall
b� �pr:i� a� �il rc;as�nal31�: ltouf� i'��r ��tspecEtc�n �y ti�e City, The �r��vi�ions t��' �h�
Sj7��GIiiL �}i'OY153�]f� �1C��{� "k�i�3�t Ln A��i�'' ���'t{xi� ��� tltis i����eclic�E�.
�-he cc3��r�«:�ar �hal� it�cl�ti�le i� Ets skabct��+�r�c:�s <�ncilc�r s1�u�� othe�wise rey�Gire �il! �f ��s
�tRb�;�3n�k'acturs to cc��fi��ly �vi�h ��:��agraplt� (al �nd {b�} �E�uve.
V4Fitl� cach �artia� p�ly��tc�nt e��ima�e cxr p�,yrc�li �eric�d, �l�i���cver i� less, afl ��il�iavit
sta��n� t��ta� khe �:i�u#ractot ttias c���piied wirh lh� r�y��remer�t� oi' �!�<<���r '����. '�!'e�x��s
�i[�vefnFl��:fki C'cx�i�.
Tl�e cnr��rt�ctar s�:��� pask tfi� prev�ilir�g �i�g� r���e� xn t� [',0�15�i�[',�COk3� Fjc�C� 3E LFli; 53t� (l�
tlYe pi•ojec� aR �11 t�����.
l.�i �`Mz�a��c�al ��4Ler�iei3l
� c���r���� �:�rli[�i�� �in�inc��1 ss:Mt��s�c��s may h� re���ire.ci b}� t�e T�cpart�nenk of
�:n�irt«erin�, il' rc��t�r�ci fr,+r u�c by �t�� Ci�y o# F{>rt WorEh i�l dc��r���ir�i�� t�t� s4kc�;esw�`�M1
bidtiee, Tli�� �t�,t��iYiei�i, �f rcqui��.+l, is �o be p�-e�a��ec� �ry �n ij3de�cncl�:r�� �'u���ic
1�ccoi�ntant h���iin� a v�l�d p�r�t�� i���led l�}� an ���}�ec��xrit�€c ,�[df� L1��E351i7� !��"�[1C}x-
� .7 �c�nstr�rt3on F€,s�r��eni
�3i�C�i�.rs �EE�c ailviscd th.�at zh� st�cc����'ul bi�3c�er �f��tll b�e r�c���irc:d �� ex�:vu�c :k t�r���c�r�u•Y
c�r��t�'���tion �a�ciYtiei71 wil�3 t�e �r��,erty own�r i'o,� �he c�ntrac��r`S St�1�4T,111� ar��► �u}d
1�a4�1. a-c>�d. A sam�lc of the c:��tti�tru�:{ic�n �:aw�az���� i� �r�ta�h�d her���.
1.K �wa�r€i oF �nrtiracE
Tlte co�Ytr�cE wi'C 1�� �wat�d�d �o tl�e �ow��� r�����rY�ive l,�il�lcr. T1�e Cfly re�er��cs lFr�
ri�h� lc� rctjec# �i�}� uncll�rr �ll E�irE,� an�E v��tuv� an}� �t�dlor a11 i�-E�e�.u�a.ri�Gcs. 1�� ba�i rt��y
�e wil�cir��vn fc�� a peri;�cl ��i` �Jl} �ays l't'c�i�� �l1c d�+�c ��f �Y�e I�it� ugcning,
Bif�� 1N1I1 L�� �V['L�Ui1l�� �5 ���1{}w��
� �c�ti� �l�
■ B�sc �3��i �-13i� Aitcriiatc hio. ?
• �3;�se 8id + Bo�l A�t:�rn<►te [�la. �
■ Base Bi�l f B�d rlltcrrtiac�: ;��, 1+ Bid A�ternate C��, �
Arlci�xncien3i I�l��, 2�
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'�'i�e cc�ntr�tc� wtll be awi}rdeti trased or� t1�e �vailai��l�ly c�i' Ftjr�d� ;�rtc� in ti�e be�[ iiit����[
'af llle (.'iky o� �vrt V4f a�ttw,
1.� P�}�fnent
The Gtk�Ytra�;tor wilk rec�i�re ku�1 �is��neni �rrttn��s S�iG, rr:t�inr����j �rom i�re �i�y for �11
w��k �vr cach ��}� �e�•i��d. Pa}rinenl c�i' tlie �e»�ini�g �,mc�ur�t �li�l be rr��dt� �vitl� t��e
Fin�� �a}�r��nt, anc4 u�on ac�ep�{�r��:�` oi` �11e ��•o�e�:�.
1.1� �dd�nda
�3icl�i��s ar� r�:sp�nsil�le i`c�r o�#ainit�� all 'clC�iil:Il{�a7 E�? LLi� l:ilalLi'�CC 1��3�lllTt�l�ts �rEt�r �cx
��k�e hic{ feceip� �i�e and �tcicf�owle�i�iit� lt��m a� ���e lir�Ye o�' bi�€ rec�i��. ln�'s��rrttitic�n
r���rrling t��� stat��s ��F a�denda may hc ok�taan�d by ��nt�kc�ir�� �h� I��:par«tY�nt {,t'
En��ttieerirx� Ca�ril��aclion Divi�io�y �� (�l7} t�71-7�1C}, Bi�is th�il so n�}� achnnwl�:�i��
�ll �r��i�u�a zx�a}� lae� rejected :�s �{�n�res�u�r�iv_€�:
� �;�}'T�:: .��kder�dLt� [Vc�. l�� ���e pl��s an�i S�x�:cif�c�►�io,tis for tit�s �rs�4c�:t wa� issu�rJ
1�V f�t�c ni1 Oc�ok��i� S�. 2�CY� �c�r �le p��pcx�� at ��notiiiic3n� lEial thc pr�-�i� c��r���'cr.�nce
�uc���l� b� hcsd K�� � diFf�rcnk Ic�r:a�ion ti�a�r that �rut5lisEY�c€ ��� �h� 1�otic�: �o S�cidci�,
Dicl��rs wh� ok��:131��=d �7�i�n� ai'ler tli�. d�ste r�F khe p�e-�ici �.uiif�r�nce ({�ctol�er lU,
2�1�?} �uill nnt l�.�tve rec�iv�� rld�e��dum #l, � c�py ���` AcErl�nd��� T�o. I is atlactt��
h�.reto in os�er �haE il�a Y}1{JC��['� 11l'skV �11;1C[10wt�.C��,t, C����f}?C �t {kll �cick�ncE{�, ��l�E��l��
IY�IJ�'C �1�I�C���L�+.1�(*!+� It1�:�i��PT E}F .��1L �[}!)��v�#1+ iN��.UUY[�1�
� }�T)�3E?V��.:k�� ���. 1, ��1 PAGi+, 2�J ��"�'1-� P�(.IYC?�A�i. r+'f3RI4'1, A,i��l �� 'i1II+a
[�LITFi� i:�+f�l+:���'E� {)�`���� F�lI}.
1,�1 C',�nlr�etc}�• C'c��i�fi:�nce VkFith �1�uj�l��r'w �unipensation �faw
1.11.1 Wo�•kcr� �anip�r��itti�n �nsur;rncc �ov�r�gc
I .I I, I.�. I�e�ia�sEiurts;
�'eT[ai� ol' cover��e ("c�;rtifac:����"}, � co�y u� a ccr�itic;�t� uf i�suTa���:, �x
cer�i�c:�tc ��f �141�`14}C'1C� tl) sclf-�r��L4r�. Etitill�.C� �3� 1���: c�}zn1�2i��icm, n� � co��e�-��c
ry�r��Er��;��� (TVVC:��81, T�lC:C.'-��. T1�1+"�;C.-�33, r�r TV�fC`C'-8��, �iYc�wing st��u�csry
wo�•ke�'s cam�e�sal3c>�� in�ur�nce c4��r�ra�e F�r tCie p�rson'� or �n�it�r's e�ploye�r�
pro�id�n� servi��s an a proje��, for k��: �u�'�liion t�Y f�e pro,�e��.
�ui•ation ot' ll�e p�'o�e�:t�incl��+l�� �E�e tinie f�-<,r�i rize I���;ik�n��g of �k�� work �n l']��
�r�•�xj�:ck un�il #1�e conlrac�or°�l��rsan';� vrrark ora thc: �r�je�� E��� �cer� �:ixnpl��c:d �md
�cce�gte� b� t�e ;{��crn����e��ta� �rilit�+,
�er��ns �r�rvidisr� sc�-++�c�s ot� tt�e �ro,�eci (`•subcnntr�c:tcsr"' in §�{]�,�9C�}-in�ludes
al€ per�{ans or en�i�ie� p�r�t�ranin� �ll a�� p�rt o� �he serv't�e� �h� �:�n�eac���r I��s
��n��r[aicen Lo �erform c�tt [k]e �rcaa�c�r l�r�,{t[���44 O� W��C`CL1C.1' ��1+LE �7�1;�1]il CORLi"rl{.'C��
d�re�tGy with tl�� cc�n�ractcsr �uid �-e��:u�dle�s nt' wt�eth�:r t��t p�r�{xri ����s ��tti�l��yce�.
Thi� �nclu�ics, wi��l���� limi«livrti, i�i�l�p�ildenl cranl3-�c��r�. �u�cunlractors, �e:rsing
�►ddendu�tt IVo. � Page 5 of �3
cor�i��xrri�s, mat�r �::�Eri�.���, au�r�er�o��ratcsrs, e�n�al��ce� nt' �ny s�acli er�[ily, c�r
e�mpls��ces c�� �n� c�rtit}� �4rk�ic�Y !-u1`��i�k�es p�rsa�ts t�� p�`{�vide �er���:e� or� �h� proj�c[.
"Se��vic��" �nc[uc�e, wiciYn�t liinit�tior�. �r{�vidkrY�, �a��l�ng, c�r del�veRng e4�tt�p3��c�rt
��r r��ut�:ri�ts, or p���vicEir�g I�l��>i•, tran��ort:MtEc�n, ar toner s�R`vicc� related Go a
pro�ec�. "Sei�vac��" �i�fcs n�t inciL�de activ����� un�el��ted icx t��� prcrj��:�, s��:l7 �.�
Foudfhcve3•��,� venil�r�, oF�'ic� �tspply d�li�eries. �,�ci c�e1i���•y o�' �c���rable toi�ets,
l.l l.l.b The c�r�tractor shai] ��ovi�er� ccr��3-<<r;�, b��se� or� p�c���� r�por�ting ��f �jass�ticittioal
code� ar��l �ayrc�ll �,r��c�unts a�r�l #'i1ii�� txi' a��� cc�vc��a�� ag��esr��nls, u�F�ici� mcets t�tie
s�a��tory requii•���ett[� ��' ��x�w €.tti�aor �od�, S�:c�tion 4E}I.1711 �44} or a11
��p�v��;�,� r��' t13� �:ontraczor �rc�vldik�� �c:rvic�s c�.n th� �roj�ct, f�r lhe ti��•��tion ni'
th�. �Tcrje�:�.
�_ 1[_ 1,�: T��e �{>n��:�c;tor n����� ��rovidc a c�rt�.ticat� of cov�r.�g� [c� tlt� go�+e�nrrxenE:�i s�nti#y
priar to b�in�; awarrJ�d �he ct�n��act.
1.1 I.I.�J Lt �Ei� co��ra��: perio� �howr� on the canlr��c:t�rr's ct�rre�� �u�•�if�cxle ���" �:ovcr����
cni�s �ufing �k�� �uralic3r� c�f tlyc pru,4cct, I:he c�}r�tr��cui� r��t��t, p3�ior to kh�; end of- tk��
cov�rage �eric��, €'ij�; t� ne� �.�r�ii`�c.��l� af cov�r��;� wi�h �.Fae g��ver��me�tt�� en�ity
slxov�Er�� tl�at c���ra�e li;�s b�en ex��µn��d.
1. L � . ]..e "l'h� �:4�nEracG�r �hEt�l o�#aial �'�c�i�� ��cls p�:rso� �e�vidiug serv��e� on :� pr�j�c�, an+l
provid�: tr� [hc �ov�rE���r�nt��a enti�y:
{lj t� ce��EFic�,tc of cnver��c, ��ii�i• �o �F��<< ��:r��n �egir�nin� �vc�r� c}n tl��
prn�cc�, so t�t� �ovcrnmer�ia� �nt��y �il! k���� �}r� �ilc �:�ri�f��::�t�5s ot'covera�e
�hc�wit�� covcrag�: for �11 �e�c�n� provi�iii� sefvic:�s or� t�e �rn,�ect; anc�
{�) nq I�i�f #h�� sc.��en d�y� �fie�` �'�s:�i�t hy ti�e c�tyEr�c:lc�r. � t�c� c�rEi�c�i[� ��
ccsv�rage *hc��vinb cxt�«si{�n ��f cov�rag�. i�' th�: c�v�.�:�g� �,c���i���� s�owr� c���
t1�e �:�tr��ci�� cerii�ic:at� ot` coverage encis d��r�r��; �h�: cl�i��a�io� «i �i�c� ���o�ec�_
1.11,�1.� Z'he c�nira�:tc�r �ha�E r�tair� alk rer�t�ir�cf c��ti�ca�es �f cover��� for thc d�Ge�r�t�}n �f
�he pr��je�:t ��s1 �'c�� �3n�: ye�u• �h�r�al�te�'
I_ L 1.1.� "1"h� cc�ntrac�or sh�ll nOti��r til� �AveTT�rT��nttri en� i�y �n writin� h� certii�iecl ma�] or
p�rs�r�al c�eliv�i�y. wiihin ien (1[7� r�.�y� �C��E• �13c co��trt�ctor kn.ew c�r s�Yc�u1�! h��v�
knr�wn. uf an� c}��t�ge th��t �n:�terfa�l�+ �Ki'�ec�� �he �I'C�Vl5f4}fl DI� C'[}Vl:Cil�� ot ae�y
�er�c�r� prc�vi{�lie�� s�rv�ces �� ti�c pro,Fect.
�. l 1. �,li 'fhe co�ti����c�r �lYa1� �c�st c�n ea�h �ro�cc� si1� <r i���ti�:�:. ii� �hc �ext, i'neni JCIC� li1�FIf1�T
pi��crEC��.d 1�y tl�c Tex�� W�r.ker'� �ar�ipcos�tivrr Co�nr�i��i��n, ii�i'�rn�.ir�� ali
p�:rson� p�x�viiling �c:rvic�� ou the prr�je�:t �i�:�l [t�c}+ ar� �•cr�u3r�d �� b� cov�r�c�, a�d
�tat�r�� ��ow {� p�rsan ma}� ve�•i�� cove�•a�e {rnd r�port 1�,�:k oFc�v�r���.
l.l �, I.w TM�� c�>�1��ac�K�r s�1a11 r:c�r��r;�ctua���r rct���jre e�c:�� ��rso� with whom it cont�acts lc�
�i�vid� �e.rvices c}� � �r��,�ec�,. ��:
Addenc�um N�k. � ��ge 6 ��I' 13
�� y�rovi�� �:c�verage, �ased ��� p��r���� reportir�g an c��,ssjficak inn c�a�l�:� �i�d
�avroll amo�an�� �nci �ilj�� of ar�y c��vera�e a�r��nicn��, which meets E.he
strttt�iary te-cl��ire�n�ent� c�� Tc:xir� �;�hor �oc��, �e:cLiarr f�{ll.f}I 1(�} fur a�l o�`
i�� eii��la�+ee� p�•��r�•ic�ing service� o� the prc�j��t, tor �h� ci�tratio�t �f th�
p�ojec€;
��) provirle �� �I�� �:��t�r�ct�r. �ri��r to Cjl�lt j7L'ISOn be�inn�t�g �o��C ;�� ��tc
�rc�j�:ct. ti cei•rEtic�te r}i' ��verag� �f�nwiag l��a� cov�ra�,� ic b�i�Yg proviciec!
for �E] e�7tiployccs of t�� {}��`�o�t ��uviding serv�c�e� {�i� I.hc �r{���:cE, �'�r tk�e
duratit�n oF Eh� ��•�j�c�;
(3� �rc�vide t�e c{�nt.r��to��, pri4�r �o ihc e��ct �}� ck�� �:�xver.��;� p�:riod, �t ���r
c�rtiEica[� �� cc�v����c ��lov��ii�� ex�e��sEon o�' c4kver�t��, �f' �f�e ��verK��e.
pericx�i s��wn c�n �l�e cu�•r�tt� cerlilic:�te of ct�v�ra�� enc�� �14�r�n� lhe
�lur�tt��� {31' �1t�. pro��c�;
��) obtain I'r�xm eac�i at���� �ers4�r� wi[h wl�r�«r i� �:onleac[s, �n{i prcxvi�c �o �h�
C�r1t�'�1c;lor'
{a) a c�rtit�c:at� of caver��;e, pri�r t4x �l�e oiher p�i•�tott b��;in�xr��; war�C on
th� �rt���CE; and
�l�} �► aYc:w ce�•[i�cal� of ccr�rer�r��: �iiow��g �xtensi��� o�' cov�ra��, Esriot to
�he �nr� �f tfte covera�,e �e�•iod, if' ihe ccrverage �cri��d shr�wn ��e� �he
cue��er�� ��rtifir.atc oF covefa��: �ad� duri r�g t�e duri�ti��t �s.i' �h� pr{r��c:t;
(5} a�e��i� al! ��q��irc�l ce�•t�ticutes �f cov�rage iril ti�e �c+r �i��. d���•a�a��n cs� the
prc�jcct ancE �or �r�e }����• ther�af��r.
�#i} n�}tiCy t�1e ��}v�3•���ental e�t�i�y i�1 wia'in� lx}f c�r�i[ic��l rnail c�r p�rsoit€�I
delivca�}+, wisE�iE� ten {�l3} i�;.�y� �fz�:r tlie per��}n l�ew c�r �I�o4tld h�vc kn�wn,
oF �r��l c�ha�Yce �h:�t r�t��e�•iall}� ai'fecis Eh� �rc�vjsio�l o#' c�vei•age oi' a�}�
per�c}n �G'c�vEilin� ���vic�:� oti tt�e }�r���c:t; �nr�
(7� i:r�r�tra�:iu;tll}� ��c�yLr�rc e.�cl� p�i-�c�n wit1� whc�rr� it con[r.�c[�, �o �er#'t�rr�� ��s
��et�uir�i� h� ���ra� }rplxs � I � - (7�. wi�E� tlie �:���ifica��s ��f covera�� tx� bc
prov��ec� Lo [hc person £�r v�+h�m �€�ey are providin�; ���rvices.
l.�l.l.j F�}r �i�;nin� thi� �:on�e��l of p����vr�in� or c�,u�ing �o l�� pt�vi�ecl a ccrtiticate t��'
cc�ver��c, �h� c�k3Ytractor �s re�xrc:s��t�ng �c� �E�� �c�►��r�r3�����Hl e��ity� tlias :al]
�r����c�y�e� nF sl�c i:���3tr�clar wl�� wiil provi+�e �ervrces u� ���: prajc:c�� wil� 1�e
cnv�red I�y �va��cer'� c;�Rrtp�;tts:�tic�n cove��gc f�r ll�� riurati��� oF �lte �r�ject, �Cra�
[he �crver�xge wiIl be ba���k �xn �rr�per repo�rlin� o� c3���s�iic�ttio� cc�de� {�nd ����+r��lk
�m��unt�, ar�ci lf��+� a�l cnve3'rxge a�reciztent� ��ill be fi�e�! u+it�i Eh� a���ropriat�
i�r�urae��� c€u•r.icr c>r, i�� t�ie case of a��It it,surec�, wi�h tl�� ��k��riii��ic�n'� Divi�ioix
c�i' �clf-�fr����r:�s���: T�e��;ulatic���. Prvv�clina �"til��: or r��isl�fxdin� intot�rr�atio� mt��l
s��,j��t t�e conlr�c[or ta ��lininiwir:��ivc, �rimi��i. �ivi] ��tal�ie� c�r ot�ier c3vk1
ac�ions,
lricfder�dum �Io. �
���� � of �3
<<
!.1 �.l ,k �'l�e con���:��:[c�r'� !'a�l�re �o coir�p� � vu tti� a�y o� thes� prc�visior�� i� �� hrc�:li oi'
contra�t f,}� �he cixntr:�cror ci�e� iiot fcm�c�y t���; k�rea�ll v�ithi� ten cisys �i'cer rece��t
c}f �Yotice �}�h�•�ach i'rom tlie gove�nmc��t�l entiE�.
�.l !.`? '1'hc cor�#r��:to� ���+il p�sE ��ul,ice �n cacl� �ST��ject sii�: inf��r�nin� ull perso�s pr�viclwr��
service� on lhc pi��e�l titt�t �k��}� �xre rc:qu�t��� ��� be �:c�vc�ed, a��d. st:�tin� 1��rw :� per�o�r
€��ay v��Ei'y curr�n� cov�fage ��d repo3�t failure to �roai�ic� co��erx��_ 'I'h�s r�o��ce does
uot s�ta�i'y otlier pa�iir�� requirements irr��os�d �y �he "fe�t�� Wori�er"� �or�1�e��aEic�n
�ct ur olhe� Tex�� VJc�r]c�r'� Com�e���a�ion �c�n�mi��ion r��les. "fhi� nc,ti::c r��u�� b�
pri�t��l wit�� � title in ttt 1e�st'�{} ��oin� �c,��i t}���� an� �cxt i�� :kt lea.�� 19 p�ini �c�rrti�l
�ype, �r�tl ���a11 b� ir� k�c�th L�ngEish :�til S}�antsl� �nd ar�� nti�ef 1�r��;��a�e �t�nunun �;�} tite
wc�r�c�r p�p��k{lti��tt, '�'E�e t�x� f'or �h� ��o�i�e� shKt�l l�� tt�c �s�licxvaiiY� lext, �uitl7ou�� a��+
a�idil�c��al wvrcis �r ��tan��s:
..1�L:4,�UTRFD W'[3�i���R'S �C�NIPENS�Ti��! ����f��GL.,
-�-f3e lav,+ requ�r�s t�i�+� �:�cl� p��-s;�n wo�'ki�� n� tt�is siie t�r �ai'�vi�Jifl� s�rvic�s ��I�tted to t�tii�
co�i��fu�:�i��n ���ujc�l� m��� bc co�e��cci by w��rk��" con��enwatian wn�������Yce, '1"hi� �itcl�i�e�
��rso�s pr��vwr�Er��;, �tia��lir�� c��' del�veriu� ec���i�m��t� or ���uL�ri�ls. or �r�v�cfin� i�bt+r or
��•�n��oi�taticar� s��• u�lier �ervic� rel�t�c! tu t1�e prc,j�c�, �•c�a.rdl�ss of [l�� iri�nt�iy of tk��ir
em�lc�yc� �r sta4s.i� u* :�t� er�p��yec".
C'a�l 117� `l'�x�s V1�orker'� �onip�n�ation Camn�issir��� a�t �1�-�4�i-3789 t� re�e�v�
in�'c�fm��tiun nr� t��� i�.gt� re��uiretr�en� fr�r ca�+cra¢e�. �u verif'}� �vh�tlicr yo43r c�-nployer �a�
pr�v�cle�1 �lYc rc€�k�ircd c��verage, ur to re�ort ��tt c��pic�yer's �`ailu� tu p�•�vic�e cuvc:ra��".
1..X� �1�x�-Lli�cri�n�n�t�on
Thc conlr�c[i�r sEi�ili ��ot �liscriminrtxe �gain�t �E�� per�<m ,�r pers�}rt� b�ctiur;e �t scx,
1•:tcc.. reli�wcxaY� c���or. ��r ����ti+�n:�3 ���igir� and �hull �onip�y witlt the p�`ovisi�ns c�f �iey
Ord�n�tttc� 7�78, as am��ci�;r� by [:3ty Ord�t�an�:c 74�;��(} (�ort �i�rlh �'i[y Cade S�cLic��s
�:��-�l tlt�'u�gh 13l�-��}, �rt}iYi��itrng cliscrimir�akSofl xn ert�plc�ym�'Iy� pr{M�.t'lC�s.
X.X� A�� I}isc�-kr�un:�tion
�. I 3. I 3r� ��c�c,��ci�r�c� �vii.l� tlzc ��c�licy {"P+�ii�y"} c�f �h� �x�c���ivc ]3��nch of tk�s t`c���:eal
�ovcrn�:e�i, �:����ract�xr c�vc�ar�l� [l�d! r��i��»� il nvr any ut� t�� �,I-fic�:rs, m�rryL'+�r�,
ag��Y��+, 03' �Tllj]il3�+l��S. �4tifl �.ttgage in ��rf�orinin� [li�� co�lrac'E, ��tall. �n c:onn��:�iott
wi�.l� th�: cmpl��yrrt�t,�. adv;�r�c�r�7unC or clisch�xr�� c�f cr�i}�lay�e� or in �:c}n�Y�ction with.
the terms, co�dikr��s ar px-avil�:�c:s of �I�eir �:triployrrk�ri�, di�criminatc again�i p�.rs��r�
bccutii�e ��f tl�cir �rge ��cccpt cm �hc.w �asi� «t' a bon�► x'i�le o�cup�,Eianrt� c���rti�itrcatic�n,
�etir�:r�7�n[ pl:�n or sCaEutc�r}� �ct�uireR3��tt,
I,13.� C�ntra�ct�r fu��th�r c:�v�itanl� ���a� i7eil���� it tti{�r �l� o���ce��s, m�:�lbers, a�ei�t�. c�r
et�Ypl��y���, or pee�c�n �cti�r� on tY�eir �rei�{►�l', sha�lk �p�-cify, in ��lic3[i�ti���n� or
�,dv�r�iscrr���t�s i`or �:nti�rl��yc�s to wc�r[� �>n tl�s �'c�r�u•act, a rtiaxi����r� a�� ��in�t fc3� ����
� �mpli�yr�r�nt tar���:ss �he s�ecifkr:d r�axi�r�,��n �ge l���i� i� �t�sed up{>i� � bona �'i�i�
occupali{�nal y��lrfic::��ion, re�ir�.r�er�t plan c�r s�atutory re�uir�men�_
A�i�i+�nc��m No. 2 P:�ge S c►i' �3
l,13.3 C;ont�ac[i>r �vareant� i� �vtll t���ly co�t�z�ly wi�h �k�� Pc�licy �.nc� v�i1� d�C�nd. i�ic�er�r�if�+
and h��E�i CiE� �i�emk�*� ag�ir�sl rtt�y arrd al1 �l�ir�� or aljc��-.��i�ns as�er��d b}+ third
�u•�f�� a��ir��k Ci�y �risi�� ot�t af �o�ttractor"� al���ed failur� tu c�rri�p1� wiliti t�t�
ab��v�. eefer+�n�ed P{�lic�+ concern�ng �tge cIiscr��ir�atir}n in ��e �crforn�ance �rt khis
Gon�rac;t.
l.f� Discrirz,iryation �}+�e to Di��l�tlity
��t a�corci�r�ce ���iilt the �fc�visiu��s c�� �I��: �meric���.s with �Di�it�>�iiti�s Ac:t al 1���Q
("`,�.p�1"}, �c�ntracsor �v�uian[� ��a� it uv��� n��t unlav��#'tGll}� ilis�rirr�iriate �n ��e b�xsis of'
cl�sul�ili[y stt tl�� �rc�v�sion oF serv�c�� to the ��:n�rai p��bGic. n4�r in �1�e av:aii;�k�ili��,
tern�s �t�rcilc�� c�ncli lic�tti� t�t' ��ti�ls�}�n�eni C�r a�plica��� f'ar eni�loy�rici}t wi�l�, or ckarrent
empl��yces �f �s�ttE�-��:tor, [�on�r�t�;tor �varran[� �t v�r�ll fu�ly cc���pl}� will7 �11)A's
��t•t��i�t«ns and ;�r�y aE€�er app�i�a��l� ted�ral sta�� �tt}� �acal laws c��n�:�r�iin� disat��ii[y
�u�d wiiE defenc� in��:��r�ify �nd I��l+! �st�+ ha�•�ilew�: ��ain�l �ny c���ms or all�:��tioi�
a��ur��d by �lrircj p�'�ies agui�st C:ity �ris�«� a��� c�f Con�e;�c1,c�r'� �lleg�d t`ai��n�� tc�
cor�n}�I� w��h �hc �hvv�;-rcfeeenc�d Eaws c�}�c:cr�iing �iis�l�il��y ilis�rimin��io« ir� t�c
�}�f�[�fi1l;.si1C� �f C11i5 �'.OillelCt,
1.15 W�rr�nty ��# �=ans�ru�:t��r�
In acliliti�rr tu any ck�E��r w{u-ra��Eics sct c�u� �Ese�vhere i�� Ehi� ���r��r�t�t, �ki� C`onlr�c�r�r
waR{lnts Iha� wor� p��tc�rm��l t�Eider �hEs con��:�c:� conl't�r�rrs to th� con�F�c[
res���i���nrcnts and is �r�ee o#- any d�fic� s�� e�luiprucril, ma��ri:�� «r ilcsigr� fufni����l, c�r
workm�rnsE�ip �e�r�'orm��! l�� tt�e C'��ntr��tor c��• an�+ ot' hi� S�tbrans.r��c�c��s ar Su�,,��1 i�rs ;��
an}r ti�r. 4t�ch w�`anty �h�ll c�r�litti�� tor a�e�ri��ci oF ;7T1� ��..31' �!'�i1�i L�1� cltEt� of tl�e
1'rri:�f ��cc���i�r�c:e c�f �IY� u;�,rEc, �Ll� Vd1�Yk fe��ect to a�� �{t['� �}F tl��, w��ri� wluch vw'un'E��ky
shul] c.onzi�ue for ��cri�rcl of osze ye:�r �i�u�zi [h� d{�xt�; �i�y o� �=c3rl �'Vor[h �akcs
pns�c�sior�,� i��der kh�s vrarranty�, tt�e �;n�tr�ct{�r ���ll �eiz��;cly a� liis own �xp�n�L aE�}�
s��cl� ��il�ir� Ir� ����F�mti �r :�r�y st�ci�� de�`ecc, �rY addit��n, the Cont��ctor �hal� reine�}� ��
i�i� owr� exp�n��: �ny +�a���t�r�e ��� �IY�: Ci�y c�F Fc�r� Vl�t�rti� c�wn�r� or cor���c�ll�:d real u�
E�ci:�c�nal property, �4�he�s Ef�at �E�rr����c �s �C�� r��tGlt of t�e C+�n�a'{r���r'� �-a.i���r� tu
cc��yfor�m tc� �on�i�a�:� recluir�rr�e�ll� s�r ait�� �uci� dct'ett of eq�ai{��tent, rna�cri��1,
V�+[ll`�lllil[]SI11�} or d�s3�r�. '����: ConGr;��.z4xr �hall �il�o resi��re an}+ work il�xm�g�d ir�
f�.rllil�iiYg the lernts �3f ��ii� cla�xs�., '1'h� ��n[rack��'s w���ant}� �vi�h �`e��eci. kc� w4�rk
�ep.lirc�i or r�pl�kced he��e���rcler w�11 ����r F{}� ���� y�<�r frc�ii� l�ti� +��tc: ol' �L�c:tY rc�a��- o�•
��ep] s��:ei°n�:r�l.
Th� Cil� c�f' �'ort ��ail notify t�ie �o�tr{ictor Lrr wri��ng w'i[hin a reu�nnablr ti����: a#'ter
cli��crv�ry �f an� Fa�aure, def�ct ur ���n�,g�.
51i�t�1�! �I�c �:c��tractor C�i] to rer�e�ly a�� failure, deF�c� or dar�l���;�: de��riFre:d ��r��v�
wi��ui� {7 e����oiYr�blc� �'tni� ai'���• r�eceips c�l- iYotice Eher�af. ti�e �it}� oi.' Fort V�fv�t�� sh�ll
hav� �lic ri�h� to re�1��c, ie�uir o�• osl�erwi�� r�meti}� �uch F�ilt�re, �ef�c� or �r�e��g� a�
�h� �c�r�tractor'� cxp�nse,
ja; a�iciatic�n lo �hc at�ier ri���ts and r�medi�� pec�viti�d by lhis ci�us+�. al]
st��o-cc>r��ra�tar�', nt�nuf�hc;�ur��'�' ��t stit�r��i�;�'�' �vaa`ran�ie� e���'�sse� c�r implied,
�►c�dendun� �l�. 2 P�t�e 9 �tf l�
�
respe�:�ing an� wor�C at��i m:�����iaJs sl��Il, at the ��.rcc[i�� of t�e �ity �F �or� V'+fo�lh. he
er�Pnrce�� kr}� �on�rK�cEur i`or t��e be�tci'i� o� th� �ily oF �"or� �Voi•�h. [�� s�ach case, i� the
�:orrlra�tor's w�rr�ly u���e� tiie t�i�c�v�: IYas e�pi.reci, �n� suil dir�:clec� hy� tlY�. �ilY ��
Fart Wc,r�h to st�bc�n�ra�i,or�". iz�ani�f���x�aa-��:�' or s�p�l�erc' wa�rsiYt� �t�alf � at the
cx�e�tse af �he City oF Fc�r� v�{�rth. Tkte �o�tf�xctnr �1��►11 ob��3r� a�1� w;y,�ra�ilic� v�hacil
iMs� ��i�eoa�tractt�i'�, �;��Ki7ufaclt�r�rs, or �u��li�r� wouCd �iv� in nor��:�l �«rr���e��cia�
�r{xc�ic�.
+�i
�.{M
[f directed ��� Ghe En�inee�. tl�� �or�tractc�r sliall rc���ire any �such wsrr�ntt�s to b�
�xecuied in w�`�tir�� ta Ef�e �`i�5+ ot .�r4�r� 1��fortli. i�otw�lhstar�d�n� arty c>I.���;a' prc5vi�i��3� u�
tt�is c��use, ��nl��s �ur.h a�ief�r� is c�,u��.� hy Eh� n��lxg��ce ol' tl�e �o�[ra����� o� k�i�
�ubcon�.�ac:to��s or s�pp���rs at tln� L��T, th� Cc3n[�':�ctor ����]! r�t�� b� �i��ble fc�r �he rG{��ia'
o#' �y defe�i� u�` m�,l�rial or d�si�n iuri�ishec� h� t��e �ity c}f Furt 1�Vc�rt�� for �h� r��,air
at ��y clama�,e w�iefn re�ttl�s t`��+}m any �4�cli def��:t ir� tttc C'iiy �F r�rt Wurth t'urr�istzcd
��r��teri�l c�r �c�i�-
�l�.itlscr kE�� �inal cer#if'ic�te oF ���}�mens, fi�3� �if1�+ �]l'�Vi�I�IIi 3[1 C11� C,�IItiCI'�l:l I�liC;lCiT]l;ClfS,
nc�r �3r�i�l �r c;n�i3•e cic:r;u�an�y ��t` tli� �r�.mi��s �y Ehe C�t� of' T'�jrt 1�4��r�f�, ���II
con�kkEutc �tn �c:ce:�tan�:� �>f woric nc�� cE��le� in accc�rd�nct; watll �t�c C�rn�ra�t Dc�c�m�nts
ar rt1��v�: the C���trac�«r c�f li�hzl�ty in ��cs�ec! �c� any �xpre�s w�rr�n�«s c�r
res���sibil�ty tor F�oulty �naleri�ls ur wc��`�m�nshi�s, "T1z�. C�on�r�ctr�r shal! r�rn�dy an;�
�i�f��ts in ikl�: w�rk �nd p�y f��r an� d{�ma�� �� t���ter w{r�l� r�;s��l�i��� the�•e€rc�r��, which
�ha1� ���ear vrit��in a��rEocE nf ��n�: �c:Kr feorrM �ii� �3��c c�f I�iE�al acc:e��{r��c� n� t11� work.
''l'h� �it}� ot' ��r�rt 1�V��r�ir v��aG] givc not�c� c�[ csb�erved c2efect� ��it� r�ason�bl�
�r����nc�ss.
Pt-�T�c}���i Ys'�r�X�s
f�ef���: �it�; Pr�>�us�kl F�rr��t incl�3r�ed !n ti�e 5�ecil�c�t�ions an� ���r��a-�ct Dac4«�cn�� i�� its
entir.�l}��, aud repl�cc 3� w�th [I�� A��c���os�l fi{xrm Krt�uch�cl kYcrct�, n�arked "�:�ised
1{�l171�)2", Spec:ific ��vi�i<}r�s to th� �'r�p���t�� I'�cxrm �nc��Mi�e�
SASE li�D
a. Bick ft��i ?;
b, Bi+i �terrk :�:
�. �ic� ]tc:�� ��=
d_ Bid �texzz �7:
C'h�g� units froin ;��:�•es (�LC} to ]urn� �Lkm �i�5�
CA�la�ig� CjLa�lnlil� �Y�f�k ��-S l0 i,
C-�]i11i�1: Lllll�5 �C[flTl S�L!&l'� teel �SI�) �n �cres (AC'}
C'�1�n�e qu��n�il,y fi-orrr �J�,�Q4 ic� G.75
C1t�n.�e �Itiits fr�rm r4�n� {TDlV) tc� :�c�tMa.r� y�rcJs (S1�'�
�h�iage ��r�nti��+ �rvm ��� to ��#S�
C'fnan�C C��SCii�ti{�� 1���}ill "f itile�, '�'Y�� H", �c� "�' r�raJ� in���"
BiD AL'i'�RN:1�`�_l��>. 1
a. Bi�l tt��n'?:
�1d��enrlum A1u. �
�ii�n�� units feon� �ce�� {l+�C'� �c� lu��rp s�am {L���
�a�e �[� i}f 13
n
C'ha��gc qu�nEil� tr{�rn �3.5 ��� � .
�. B.E{i �L'�'El7 .�; C�l:i.E1�Q� l]i�4�5 �i'Cli[1 4�.]UiY!'C f��l {SF) i0 a�l:]`t'.S �A��
Cl��n�c �uan�ity !`ro�tti l�� 1.3�{l to �,7
c, Dit! [tem ?9: �h�n�,� ur�il� i�rom lt}ns (`S'�1N} �o squar� �r�rds {�`�?
C'��rn�c: qu:�3lil�� i-rc�r�t 7�� l�� C�,6�9
13�I� AL`I`�fR�YA'f f, i�l�r. � I��'�iA �I,tn#F�trt��a��tion I��r��
�. Ad+� �id All�rn�tc l�lcx. 2, cc�nsi�ling ��i` on� �l) L�icl i���� for �orrstr�icticrn ot`
Tc�np�r�ry �anstr�ctian �lcc��� R��c� {�AA non-parti����aki�r� �t�m�.
�+� r�'����fi��1� �PF��I'i�r��'I(��1�
3.] �ptµci�icaEick�t �ertiore i1�753 — �u�t�rolle� I,nw �trc��;tfi [4'[s�#.eri�l (����1'�}
, l�cfc! th� a�kach�d specii`icat�n� �ec�iar� �127�-i — C�'t��itrs�lfed Luw 5�r�r�g�h ��ateri�l
{C:IsSNT}.
�.� ��re�i���ttic�r� 4�cti�E�t U-7l�! � Pipe t'„�• Sk��rrr� L�r:�i�� {�nc� C��ve�ts
,�►i�d t�te fi���<}v�+i.rrg 1.ck �!�«�� i f�ct�4�ur�s �C�ee� I�-7�i [����D-1:
ltenti 7{ll-3.� — JO.i1�ifC�C', P�YE. ,Ic�in�� sh;�Cl E,e �����cie �vith eubl�r gasEse�s,
�.� ��7iC�F1C'i7�11}!l �kCl��ll]lL I�' ��X � C�I�i3C1f1� r'j�lC.I C��'E1�1IJl�l�?
ivl��il-v N1�rcl�f`�c�xtEuii Sltiee� P-i5! M��]• L as ft�li4�w�:
, F�{�yr�Y�:�tit wil� �� m�de t�ncEe�• itenl P-151�.� Cl�t�ring :3n.d �rubbin�— lunip �w��.
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4.�
4.�
4.3
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�un�tr��:tio� ])ra►�Fin��
�l�e�t (�N-f�?
�e�rl�c� Sh�c� (��1-Q2 with re�isc� sk�e�t ��V-C�? �tttt�r�lY�d her�ta,
St��ei 11Dl) �,f�] --'1'ypi��l *,ecli+}� �[ 'lern�x�}r��ry� �'�►nslructinn Acc�}ss l�oad
r�1dd �l���t �U �.0� ��«che� herc��o,
���e�i A1}I) �.i�� —'1'�P���I �eciclir�g �red liack�li ilei��i�s
Aa��� ��i��l r�►D��_0? �tt:k�heci €i�;r�t�,
�tand:4CfI Dl'i1W�17�; �05. 6�1if�11�,, f��l llli3 —���sr�tywale�` I�'�anh��le�
Add ������ar�G Dr���tr�� Nus. �a�]10�1. 6�iC1L� �Et;�ci�e� h���:to.
�t�nd#�r�l Da'�v��in� �I+�. �[i�i) � U�•op fnte�
Adc� ��<rndt�rcl Dr���vio�� I�€�. 6(��L{1 �UE«�tretl h���:ta.
� A,dd�nd�irn N+E. � P�tge il +x�` �3
�
i
�
�.� �i�rifi���ions r�t�� �c�sponscis �o {��c�li�m� �'�'c�In FSidd�rs
� �.l StarEn 1+V�ter Inlets
�torrn water ir�l��s v�itttii� paved :Mr��� sl�all be Typ�: B_ St�rrr� v��iEtcr ifllet� a�ljacc�� to
'� A�xi�.it�ry Runwav IC�F�13��. st�a�l be `�'}��e A, ��EoFrn vkr��L�r inle� �t icriruna] �{�in[ ui
s�+�rm drain irun�c l�r�c (S�a, 12�+2?) s�iall b� �" s�ttarc circ�p inlet �fl a�c�}r�a�tc� wiih
��andard 1��:�wing 1*�c�, �iEl�{l.
�.� {�ont�•��i��y� {�t�ulkly �'��n�.r�rx� �rn�rarn
�on��c�«r sli:�il pre��r�: n�ualit�r c��nErc�� p�ogra�z ��t �ac:c��rd��1c� wit1� �ecti���� lE7f} uf
iltit FA� ��n���al ����vi�tvn�:�nd pertorm �l�c �tr�lity �c}n[rol tc�kin� ��cqklt�er� ���ci�r t3re
�pcc:if���t�or�s, �1�ccptance t���i�ti� ��1t�i1 I�e ����•�orr�ied !�v tlt� �urn�r's re�re�e�,c:��iv�
3f14� �7311� b� E��e OVk+nCC,
�.3 E�gi�t�ei�'s Ti�ld {)t'tice
�n �cc:4�rrJ���c� �vitlz Scclior� F�C1 c�i- lli� t�.�r� �eite��a� �riwvisi�kiis. (='c�rtrac��r sh:�l1 providt�
fiel.d ofFice f�c�lkl�e� t`or tfn� C)vuner's ���r���:�t�a[ivc cc��r��stia�. �� i� Illllll117k]iTJ, cxf �t1c
Fc�Jl��win�; S' x lf}' r�orrt {,ap�r{�xi�nate�, wi[h I���hts, hc�tklA�`, �epara�� [���p�iar�� Irnr�.
��lc�llo��e, cEesk �ind c�l�ir, l�yo��l !al>��, iwrs ��} �.h:�i��. 4 c�ra�uer fike cai�j�ct, '�'�.�
Er��ir�cur's ficld at'���e r��:�� not be �����ri�te �rail�r, Yr�a� n�;�y �xc � sep���tc ���om
wi���irs the c��Yt��a�i�r's fiul�i c�i-t�cu, �kl r�ti�: �on�eacl�xr's opzinn. Provi4i��r� r�!' zl�e
�.�3�,;incur'� tie��� ��ff�ce is nra[ � se�ar�it� ��y iLc��i�, a{tid �I7c�uld be c��nsii��rcc� in�iden��l
�c, �he prn�cck.
�.c3 ���nsL�•�c�ion �urr�ey�r��;
�'o�ytracto�' w��l1 ���vi�l� �11 �;oi���ruction su�•v�yir��_ (�wt�er h.�.� est��slishec! fYor�iz,nn�<s1
anc� v�rtica! s��-v�y cor�trc�l pui�tits �ks sk�ov�r�r oi� �hee� S�f-��I. �isrc�tu•� a��y rcfer�.nces
ic� cc�nstr��ll��n �it�ciug by �w���r ae �n�inee�-o+�c�a3•ring i� zhe ��e���i��tit�r��.
5.5 I,i'osEo� �{�r�trol at. F�c�ss �xc�v�#ic�r� titocicpi�c+ Are�
rls �n�i�:r�t�cl on �l�e�� GIV-{l�, #he �oiitracLOC sh�1� �rovi�e �eosion cc�ntroj �tt kl�e �oi�
s��c�:pile �r��. C:�s� f��r �rowic�n �c�r�E�af at ll�e ��c��:k�ile r�r�� s��a11 hre c�n�i�#����1
incicic�i#��1 ��� �i�� cxcav�tic�n �:�y i[enn,
�.fi �is�a��l oY �?crnc�l��ited. �o�crc;t� �nd :�s�l��lf Pavei��enE
Dentioii�hcd cc�nc�ele pavemer�t ur�il iK�p�a€l �avc�n�rtt may l�e di�p+,k��i c��' �� zl�ie
exccss excavirtiE�n ��c}�:k��ilc xre�►,
5.� PE'O11.��1l�it UF Flnc*S �� ��1'LI �f.C�CC{�1�C �'�i'C�
Cat�trac�c�r sh�klC �rc>vi�e �em�st���t�r}r �itte� in �x��tin� �'encing as rey��i�•�d �k li�e soil
5[OCk�ll� dC�zi. C�kx[�R �I��II �� f�mUVCC� �Il� f�ilc:cti restored i� a co�c3ilic�r� ec�e�al io ar
hct€cr tE�an �xis€ing ct�n�ii�io��� a� khe c�n�lu��t�n of cor�lrac«r's �tc�'tv����s a� ll�e
cli����al �i�e,
�.8 ��cc��rat�on i'u�• �torni �i��tcr i�ete�ttion f3��in
A,a�iertdui�i I�I��. � Yag� i? �xi' 13
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Gx�:4�+�lic�n �or ��e starr�� 4�+��.r d�:��r�tiou ba�in �s i��l�id�c4 ir�, �n� wijl k�e �aicl ��nd�r
�iA�E BL�7 Ilem 9— Unc�as�it'��c� Exc€�v�,�ic�s�.
�.�1 De�nli[ion �r�' �xisling l�cx�clw�v Pavem�nl
�emt�3ilit�n of` thc cxi�tin� roadwa}� ��aving a� ,lrtcrwrr or� �f���t �3�1�1��C}I i� i�clucie�l ir�
arti� wii! be ����ti u�tcl�:r H�SL E3[D il�m �— Can�rele Paver�ien� ��r��irv�tl, Detr�olition
of xi�� e;xistir�� ro;ktiEw;�� �av�n� tts �hown an 5f��:c.� l]M-�)2� �s En�l��der� i� ancl w31! he
p�i� t��a�er BID �LTL�ZN�►T� �10. i Itcn� 4 T�.o�t�r�t� P�v��ne�t L�cmovKtl, '1'��
�:x�stiF�� ra���v�y i� b�li�:vcc! to i�e #�" cf�ic�c.
�.1(� i��nuxlrtio� u€ �;�itit�irig Asp13t��t SF�o�E€��r
D�rnoletion of Ih�: cx�s��ng �sphr�lt ct�nc:��:�e s�ouicler ��,�ri�i�; �s �!u>w�t ��t� 51Ycc�'D[�1-fii
�s i�1cl���c:c� iii ��nr� will l�e p�iil un{i�r �ASE BLL) It�m 5—�spt�c'i�� �I�i]L1�L�LC ��[TIOVnI,
�3emc�13ti��n ��- �h� ex�s4in� �sph�l� sl�aulcl�a- :�� shcrwn ��n �����:t D�,r1-[l? i� in�l��lei� iiti
�nd ��frll b� �ai�J u�dc�• B� ,�L.'fLR�1r1'.!-�L .�la. I. .f�err� S � A��+hail�. �tio�t�der [�emc�v�l.
�kic: �x�stit�� �hc�t�Edc�r p�ving is k+�Eiev�d t4� bc 4" khic�C.
�11 r�ll�er �a�ovi�itar�s at' Glx� }�l��s, �cri�r��l c��tr�c:� ducunier�ts �Yd spe�i�ca�ia,�s fo� tliis
prtoj�c[, wt�ich are n�� �xpi���ly a�n�ncl�;�l E�er�.�n. �1��,1� �'�m�it� in i.'c�ri:e.
f� Si�n�[� �'{}�'I�" tl� �Ell��'. �c�[�f�l��4i111 C�{). ��G7�U�(.� Flt: l�kClllC��C� Sfl CS'i� 5�el��'s� L�IC.� l;l1V�.���� i1L t�kt'.
�inie ui' bitl �L1�7]lliii�l. �'ailurc �o ncicnowl��i�e �I�c ��eceip� ��� �his Aci�i�rs�lun� ��, '� cc�u��i
�a4�se ll�e ���b�uc� t�ic�cfer �c� l�e c�i�s�€l�rec� '�OI�-f�ti��l�1���.fi�v". RE��Tf..T1'�C� f.�l
D�S [� L! AL i:Fl C:A� �Ol�.
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��ri�'I`emp��rar}' ��}��Er��cEion Ca�e�cril A�reement {Ehi� "f��;r�:�;�nenl"'} a; ��t�r�:d �n�a
�� c�f IFi� d��r n€` �- - . 2{)C1?, a���w�c�i �I�. I��m*st�t�ent, L.P.. .� T�x�s linii����
�a�[r��;fstti� �"C'rrar�t�r")� ar�� � . .� _ (''Grt�y�ee"),
S"o�• anci in ����sid�:ratio� of ��.{l� �uYd orher g�xxci ttnc! v��l��abl� c�r���d�:r�z.ion, #he ��c�ip�
and ���1'I'i�:i�nc}� oi' wl}�c�i �kre 1��:i•cby ack.�r{rw1��i�;ed, and i�r c��z�siri��rati��Y �t' El�e c��ve�an��
c:c�nlain�:ci t��:i�'itt, G�•antcrr :��+� �raiYt�e ��ee as �oilaws:
I, Su�+j�c� �� �f��. #erni� c�.l` �t�is A��een��e�t. Gr�u���r ���rel�y �;r�nts anc� cc�nv��rs [o
��runiee � c�mP��r:��y e�*err��r�� {���� "`1`c���3�ar�r ��sct�teril�"} :s�rc��s �f�� ��rn�e��+ d��crib�ck Gr�
fr.xh4bi� "!�" �k���x�11ed l��i����� {tli� ""4'emr�s}r��v �as�m�ni Prc�ia�.rt�„}, 'I'hi� �r�tnt is s���ec� Ec� al]
tt�{r�t�rs of' ��ecarrl ;��'�'ec�ir�� I.C�e '�'��pur�,�y E��,semeni Prt���r�}�.
�, The '�'em�rc�rt�r}+ Lt'15��l1�]-lt ��i:li1 �CYI}� �� US�C� F�S� l�ii}5C �JLiI�?41tii:S 11E'C�S��1'�+ �O Fldll�.
pEacc, stocicpilc, an�l m��En�ai�� c�e;�n fil� ii�rt,
`� �r�i�EO[ I�S['rVf^S �fCC� f�t�1�T�S �h� i'Cgh# t0 ���lrli ��i��.� i'�g�3E5 ,mc� e���:�n�:G��� acrc�sx,
��v�r c�r �.�t�d�.� t��� 'I"em��ora��v �a���i�n�Fro��.rt�,_#o ��«i� ca[���;r ��rso�5 :.14 � E'ikI�IO!' C��,�CTIti pr �per,
�r�vwde{l �u �f� ��Jzer ��a��l • �icr ��x� u«r�.� �on�i� y �nt�;rferc�irt�r 1 I�e ►��{ of zi�e 'I"em �,r�r� ��se i�en�
k}y G�-ait ec t��r tl��c �t�i��>��se� for��r l�e.�eitY_ �
5 �' � }�
I� {- '��ie �i�'��s__��or�,�C�►seixi��t ' r��l�ssi�n��le bY �ir��C�w�tl�o�rt � �r-�a�' wzik#�n
�����nt c+f �ru��tor, ----
5, �ir�,ntor r��ay �tsc: tin� ~I'�fTl��l'{kE'� �:iS�111C11� �'rc��ktxr�v for ��ny attcl �ll p��r�c��c�
�vhi�h do r�ot ��r���onah�}� i���,er.Ce� wi�E� «�• preve�� �E�e r�s�: by �;�an�ce of ��tie '�`�mp�raiy
E:�scrr�cu� Yroperty Fc�r tl�c }��xrp+��e ;c� fur�h I7e�ein.
fi. Th� gran� c�f thc 'Tem�«raty E�ser�ne�r! sFr�tll s�Etc��rYt���ca.11y �erm�natc �� llx� ear�i�r
�f t�1C ���t7���L1�17 O� cUnSEI'�Ctj�n O�' O[1C �l1,ITiCIfe(� ���i1�}� ( 1SO} LI{�ys al't�f �li� d�t� her�c�i�,
7, �;�•�nt�e �}tall �ot ��:��e ari}� �I.seratkc�n�, ��iditin�7s, or ir�i�r�-���3��eflts ta [h� Pr�perly
�vit�ti���it C�r�t�taf� p�in� �vri�t�� cc�n�en�, �:�hicl� m�}� hc witlihc:ld in Griutitor's sole �r�d absolt�ke
c�iscrekic�n, �ran[e�: sliaJl �+� all �inxe� �:{���{��y wt�l� all ap�licab�e laws, r�l�s, ��nci or�i�iar�c�s c��
{�nV ��►��rnEt��uLE�f ���c€rcy [Si' &LC[�l(71'JLj�, C'rl'17CbECC s�xall �t�,}� wi�t�ii� st�e lir�i�s ot' tl�e Ten��nr�tr�
E'd,k'C:iTll;ili �r�perty. lV�� �resp���ing, ii�gr�s�� �r' ���'�:ss �� allc�wec� c�n �lYe �ad.�a�:�r�t pr��erty,
C'rrar�[ee �haEl e�l�r thc Pr�3�re��}� �s�Yl}+ ��� lc��:��i�a�3s pr��v��1�d hy C'rrKrntor. �ar.�r�#�x�` slY.r�l be n��tifi�d
�k le�s� �8 t�ou��s {tw� b���En�4s d�}'�) �ri��r zo �:tt[�rir�� lh� ��'t�l��oer�� F��c'e�t�'n� F'rirE�erLy, �,Yd
�',ranic��•'s re�j�escr�t�ttive st�a1� b� pre�c��rt wl�en Cifara�ee e-n���•� �IYe Pri}p�;rty, '1'�e T�:,r�E�or�ry
��s�t�icnt ��op�rly, a�r] tn�: �c�ja�ent �r��erki�s, tire curr�,�t�y ��ein� tt�e�i fc3r ag�•�c�il����'al
o��efalic�r�� ��nc� m�}' be iu �:u]tEvaEion ��cllOr r��j� �it�ve i.�vests��k rE1i�r�ing i�t t�le ar�a. 'i'�:rr��rur:�•�
t'e��c� und �;atc� �ha�l be �.uns�r�Gctec3 €{7 �rantar's s�e��#ica[ic�n� a��d ��+ilk kre r��u���cl {al��n�: tltc:
I�c�u��ci�rric�s i�l- [l�� `�'�ii7�(�l'�11'�' L"�S�nY�Pk[ Pl'��}�1'l� ta �r�ev�r�z livesto�k Fa-{�m e�tter�n� u�,c��t �1��
TClll�}OCiIC�+ "L''�ti�ffl��# F�!'O�]t�]'[�+, #�l� �►��l;S Sj1PIl I7E Ii�.�7t C�l]��� el�. a�l 1.3�IT�4. L�O �ll.lil�jfl�*, ti�hirtg or
c�[lticr i�cc��at���n:�� ackil+iEics are ��IEc�wcd :�� w�ny 1.�rr��_
I'a�e l
'�'em�x��r�ry C:��nwtructic��i �r.�sc�nc�3t A�r��.m�nR
�kao!lice a-� i l h►tis �
�. ��an�e� shal�. �l 13i} G{]S� Qf �}C�3Cii5� E� G1'�[[3l`. �rtxr�i}�tiy r���.ir a«y dansa�c to a��y
ire��rrc}v��en[s t�e� [he T�r€a�����t�`y F,��en�ent I'r�per�y �u�cl surrc�un�€iii� prt�p�rt.� �uxi r�:slor� �hc
surf�M+�e (iiac�ucl�ng, bu[ �E��� li��Yi[�cl l«, c�e ee�rrt�v��l �F rac�ks, �h�� r���lac�.men! ol` �upsuil �a a
��inir���sx� �iep�h �il' six inc���.� �C�"}, tlxe �es�e+�i�� a�d �.st�thlisl�ti��n� o� r�ittura� gra�ses, and lhe
rep��r�-, e�con�c�'�ictiun, txr repl{t�;er�t�nc c�f f�r��:��} af tL�� '�'e�m�u�����+ Lt�.��n1�€�� Pra�e�ty :tu�
��Grrc�tiindie� ;�arupe�Ly k�� �1�� s�rt�� cc�r�ciitrt�n ��� <x� �h� �a�e of r1ti�s 7'em�ort�ry �a�emert�, l:�o�r tE��
��x�xiriEtE�m s}r �crfni�zr�ior� c��` �l�i� 'I'etn�orary Ea�er��e��t, the k�rapei�ty sFia�l k�e lelt an a n�{�i. cl�a�
��rJ s����E�ry corr�izi�>ri, free o� t'kJ� ii'.`IS11, iiztea•, �a�haa�. fe.F��e �r�d c�eh�•i*.
�. Priar to any ucuvity ar� lt�e �r�iII��01'�i'�+ E��t�l7'ker]t Pr�S��rE�. ��a�xtor s�r�Cl r�.vic�v
l�C�e p�:te�s �o� aclivilie� o� any p�]�iion r�i' 4C�e'feni�orary �a�e�t�cnl Prr��crty i�c�ttifk�d i�y Gr�nl<}�'
ae�c� C'r�-f�r�[�� :�s �����h �1�e Arr:a (;�� t�er�i��ftee ��e�'iued). A"Hi�,li Use l�r�:�" inrl�id�:s ai�y ��r�:�
�]I' lElt'. �'�17��E>�f��l`� G:.ItiL[]tClil PC'{}��CE�f 115Ci� fO1` �i��11�3t]�fll Si{1l'�i��, 1����cl�ir�� p1�Kni�, rt�rttcl�, pt�rJcin�
�o�s t��tti ai1� o�.hc� acti��iky [1��t ��rt�Ed �•c�s��ial�ly I��x �:x�recked I�� k�v�>i�+e �h�: ��ac:c�m�t�c c�r
cl�sc�h��.rge t��� �cs�ei�n ����icr��ls ��e� lE�� ��'empr}t:rry La���t��n� P1�s�p�rL�. 11p��« EEic tM���t�donm�nt o�
:,n� H�gh [1�e ,�a'ea�. Gra�,��e �}r:,�l cl��n �uc�a �►�uncicrned r�r�.t� �� the s�fiis�l;xct��.� �f �rantne
�.i�c'I�«l�Tt�� 5�c}� [e��.i€��; t�� Gr�Etlur �f��l �'�:yt��wR}, Y�1ien �}�'.��to�- i� �aki��ei! will� ��ic�t tic�r�-u�,
tii� tapso�l shall E�c r���accd �n ���e clearrcd ar�;as to a unifc�r�rt �feJ�t� �>f �t �east six ijicY�cs, �«�i
n�l,�aral gra�s�s �1�a�i b� re-ex��ialish��i.
1{l, The (�t•an���: S��#ill fl�l 4�SC L�1C T+�t13�SOF81'�r E�1��n�cnL F�Y[]�a�i'E�', or pct�i�7it �s� ol ����
'�`tnapc�a•�Mry L;�s�m�€�E I'rc}per�y �y a�y c�ther 4�erso�, �� �t �z�:�nr�c�• wliic,h via�ak�* �ny 1��4r or
��:���1����c�r�, I;7ay 13� Cle�i�k�;cl'C���. c��' CO��i1LtlL�.� ;r �uE,lic or �ri�aie nuis�K�€e, "i'he C�ran�e� �h�11 not,
au�! sE��ll ��c�t _�err��id_��iy oi` its r.�tlplovice�, ���:���cs, c«ntr��aa�, SLIF}i:l7flLEi�CLC1E'ti, 54! )]�_C_�ICI'S, ��r
3r��i���� ��c}, 1���:�iie. �T£'•flCii3,��. 111�I1L1�rLL:ELIC�, �se or dis�ns� nt� o� �b�a�G� IEYc �'cn�por��ry �.;��se�3en�
�'r+���e��t} ar� �� ck emi��r�. �o�l������c. ����� crr c��]xer� �«l��t�nce rlia� i.- �1ie ���h�e�.:r. t�f •�� G�� c}f
rc.g�€��ticF�r i�'c�•��ai��i��� to �� ili�i� �1�F�III.��r .�'�I��G'I.]� 1�'{]LL",�'I1{} �[}3' �'C}CG�L'�1'�clLi��n f,C tl�,: ctYv�ai�roc'�t or
f�g��€:��ic�n +�t l��azaeci�u� �i�h��;lr�c��. "��;��r}�v� � Stabst�r�c � rt��:tit�c a��y .�ncl all pa€l��{�nt�, nxic
���h�tan�e�.c�r �i{t _arc�ou� rtc�i{kl�, ��r��Ear]c.�s {. r waste inc1�3din '�a4 �r�� limite�l Ec�, el�`«I s���,
, �, D
c��de �il. i�r� � � �"rac���Y�����ot. l�t '��r{�t��a�=i ��;c�c� ��ith E�eli��e � ��������.7,t'lE'�t31��--�L1I]SiyiICCS
�a�ty l��ve 1��en ocftted, g�nc�atec�, m�n��l�acCur�;i, ���ed, or dis}�os�d af an or �-�bout th�. T'en��rnr���+
$���tn��� Pi-��r�rly b'y th� �rar�t�~e o� at�v ��i' iE� �..�i�i��ye��, ag�n�s, �c���iLra�.u�r�. �u1�ct��t�r��tor�,
s�t�plic�•s, or ittiviL��+�. ��:sn�oL� may havc �:i�vii�otY�iser�Lal stuclics �f tlic T�;mporar�+ L';aseniei�#
�'r�>�rer��+ con�iu���d �s it c1�e�� sp���'s�pei�i�. �r�d [f�e [ir�nt�e shall he re-_��c�r�sihle fc�F ll�� ����
tl��.r�af,
1.��_ G�•anln� r�serv�� �he ri�13t, t4! �Ifi}' #iR7� ��d �'f�o��t C�rrte �o �ini� �i�d �,s Gr�ant�,r's
exp�:ns�., �c� ��.����;�te IE�� Tc�r�����ra�� LSS�;f�lt�riL pr4�vid�cl ���cl� ��E�}c��t�4�n do�:s r�c�� ir�tcrfer�
kaiirc�aso�����y �vi�l7 cc��Ystrk�ctio�� ���' ����clu��T���Lkrtc� �v:�t�i• Lin� fa�i�iue�,
�?. '1"he �r�,rtFec sh�.11 ir�d����nif� a�c� I���ld C_art�ninr a�ct any s�f �r��n�c�r'� �.nti}�J�7ye��
agents �r r�prc�s�n€a[�ves, h.�rmle�s F'rorn any d��ri��e ��r l�t��riltt� r��ulti.n� di3�e�:t�y or �r�dir�c��y
t'r��r�n tC�� Cart�nte�'s ���e s�t lhe "femrp�rary E��errkent. ir��i��dit�� any costs oF an�+ remova�, r�rz�ed�rtkE
acti��n. rt�p��ns� c�r �:€��r��t��a uf i�:��:�rdous SubstrEn�es m��ie in T�spo�s� �<x an�r �isc, �erteratic�n,
inaii��l`�c�ui�, �isp�s:il, �c��t�se, �ii��cat�ited relc��sc ot� spill ui" a I-i�a�•dous ��L�s[�tncc b}� the
�'�rar�t�e lJi` �i11}' u� i�� e�tplc�yee�, ��en��, c���[i��c��rs, .��bcantraeCae�. sup{�li��� c�r invitee�.
�"ar��l�e �l�:al! �a�kse any u�er of �l7�. T�:rnpor�-y ��serr�en[ �c� ��c�emnily :�r��i I�c�ld k�;�r��ics� ��`an[or
an�E Gr�n��Mr'� cny�l��y��s, t��ci���� niii! r�epresc�nti�trv�� ir� ac:ccxr�iiwr�c� wi#I� �he �rec��lir�g s�n��:nc:�.
I�. C�rar�t�c s�tr�7! c�use �ny usef c�� the '�'�t��orar� Cas��z�ei�[ �n cle:xn ��tMFs�i� ri�hts-o�-
way �ts�r� hy Cii�ntee irt ctx�n�:��i4�n wi�i� uncier�r�4���i wateF lii7e fa�iiiC��s �t� re��sa�{wh�y n�ce�,�;�ry
k����e� <}n �uc�h ����'s �c[ivi�ies, C'tE���rr�cc �f�al] a-e�c�v� lrash t'rom tf�e Tem���F:��+ EiktiCTTl4'�7�
Pro�er�� anrJ th� ri�h��-c�f`-wa� des��E�c� in th� pre�ce�iing ��n[�nc� �n � d�ily k�asis.
1'u�� 2
Temportiry CE��i�truuliu� L�se1�l�:it1 r��r���n�o�i
G'b�:if«:c�-ailJmsf
l�. Cr.�n��e sha�E r�al bury �ny [ra�h of wa��� mr�i���r�� c�f �y Ecir�c� c�n th� T�r���c���ay
Fa���en� F'z-c��r��1.y.
1�_ r�l] n€�Lk��:s r�:c��i�e�! n1' ��:rmilte��! her�b� �h�ll k��: in u�si�ir�� a�Y+� kxc�:ot�� ei`�cc�ive
���e� hcG��, �i��4,�it�5c1 i�t ll�e [.J,S, mail, �:�.rtified c,r regi�tere� �i�h a��rc}pri��� �c����gc pre�,�ic� c�r,
if �l�.liv�E�ed hy s{a�n�: ��t1ti�r m�r�n�r, �rl�e� a�tual�y rec:eiu�;d. 1�olic�s to �hc p:�rtics �Yr:�l1 i���
r�il�rc�sed �ts I�i�lluw�:
'�'o C�rafltor: ALL Li�rc�t��i�t��, L.P,
�3b{}0 �ier'ttage �nr�Cwix}�. S��iEe '?t��
F�rt 1�V�rth, '1'X 7C � 77
A�ln: [� i�u��ell Lau�l7lir�
Tc� Gr��ntae;
�ene� Ri�� [c� ti�e a p{►n.y m��y des���{xle ;� new ��dclre�� �or [f�c� �ut�txs�s� oi` rc:�.civi�s�
r�c��i�.c� ht���c.un�er I�� �iv���; not��� of �ts r�c�w ucf�rc:�� tc� ���c c�t�r�r p���ty i« tl�e ni��nnee provide�i
ak��ve,
17. Th� ��iligatic}ns o#" �r�uit�� s�[ fc�rtlt he�ein ��a�l s�i��viv� an}� ternlint�tion ot" this
�gree;�rY�r�t-
T[} H,�VT: A�1D sT{) �i[]�.I.� iEt� al�av�-�l�.�c�il��;ci }�r�t�Y'Sc:�, tob�.fl�er �vi�h :�I1 ar�d
Sll]�411tu• tl�t��r:;�l�C� �l�ll� �t���'L�.�3:i17CC�5 l��C�t�� li �ill�fW 14C�l1��l1� 11I�tC7 �i]'�Rit'. `, 11���tlC.[;l:��i7f�
{x�c� pe�-r�ni�.aecl ���ibi�s, f�v� r, Gr:�r� ���-x�i�'�.,� �e�eEiy 1�in i��3F. i s successor� �assi�i�s, �a
wt�rr���� �I�i�l �'c�i-�ver cie �=`rtd;�il :in[j , En�ii}�r. �Y� �i�iri �are2�7is�s, s �����:ct ta t�ll rn�M[[e � now �F
r�:�ord tf`f4.c�[in���icl �r=�L3]��,SY tittit�r �rr�t�r�Lc,�r�su�ccs�o�s a�d ��rrn���c�� as�iun�,-��,f�n.�� �:�rer}r
�er.��}n avh�rr���ever i�u���'��]€}� cl{tirning t}� �cx claim �I�e same �rr �r�y per� tltercof, by, Efrrora7t� or
��tcl�r G�`�ntor, I�u� �sc�l c�tht*rv�risc;,
r7��I:U'�'E�} to be effe�.�ivc as c,x' [he d�le ��r�� wr��te� ��s�v�:,
A�II., Investm�n[, L.Y„
a'I'exas Iim�t�J }�artn�r�iYip
fiy: ��iiilk���43�1 (�j�er:�Rir��, I.._P.,
� T�x��s Irrt�ite�� ���rtiiers�tip. i�s ��rtert�l p�•t��er
�3y: �Liltw�,o�i Dev�.k��rn�nl C;�x�c�3•��ic�n,
� T�xa� c�r�ac��:�ti��tY, its gc:ncr�E�l �:�rinc:r
By; — —
L. Russ�l] Luugh�in, �ice �1�sider��
�'�gc +
Tcni�sc,rary Cnnstructia� �asement l��rac:rn�m.
�1]�f�lG4','d-iii E�i335��
����r�rr,D �1V Ti��i •ri��� r��n
��iVDIT�()N� �()I�'�'�Y1V�D HERCiI�:
B�+: —
Ti�Ee:
r['HT� �i'A`�"E ��{� �T�YA� �
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�[�U�r�Y����1Ri�,�1V'i' �
'i'��i� an��rume��t wa� �tcicnawled�ed he�c}r�: n�� c�tY �li�s r��y �}r" .�(}[�?,
1�y I,. 1���*s�El L�au�EYl��ti. Vice �re�ic�eRt c�f Hillw�od Dc��la�m��t �'e��J�c�ra�iun, �Ci1�i':�� ��l-try�r ��1'
� �-I�El�uc�u� �pe�a�tYQ, L,E'-, a T�x�s l�iY�€��:sl ��arti�er��ai{�, ge���al pr�r�ncr ot'r�i�, ir��esL�r�crit, L.Y.,
:�'l'cx:� rm.iE�{€ p��rkn�r�l�€�, on �����al!'c�t'siGi� �ir�i[��! �r��rtn�.r��tiEp,
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canlract exc�redin� ".�' 1U,0{1U tivl�i�li is Rkuk excnapt fr[�m Ilwc �rav�sio��s oi tl�� cr��:a� �xpportvnsiy c�uuse.
{�) {:ti�tr�ettsrs rrrr'4vi�g fc�crul�y �sSiS#c�I �{�1�51i'u�tiur� c�ri�ir3ct �wvs�rds �.x����kr3�; $�O,fIf1Q �►�hieii ui� �oi t�cinpt �ro�
i��t� Exriwvs�ir�a�s ��P 1�4� ����t�l �}}�pariunii}• �'I��xsr ;ri31 be r���u}:�rJ iu pr4vid� �ur il�e far�v;�rrlii�� ,�f tltie fa��lo�•s'n� noli�c
lu ��r+�s�ae�tiv� �uUcir�ttru����r� ���� sup��lie� und cunsirucEiun cantrr�rt� rVher� i1��sub�:oiiiratctscxcc4d $�O,fll}Il ar�d nrc
i�{�l cxomp# I'rolit tlae �ars�vis[r�s�w c�f il4e cqu�ti� esppu�t�nit�+ clause.
1�10'!'1�: 'l'Itc p�n��1t} Eu� moilc�n� Pi�lse s��t4trM�F���.w in �sff�s's is ��rtswrib�rl ��M iiS l 1.s5.C'. lillll.
�c��c�r; ��c� �}�c�sr�r��:�i��� ��.���o�Tr���.'L�UF[S OT I���UiR�:�iT:i'�'f4 ���c���
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f� 1 A Ce�`tilic�:►tion ��f 1�`u�wyegr¢};s�l�•d [+ac�liiicr: rnusi Ixt sul�r�ilted �riur io thc ��v:�rd af � sulrcu�tl�'ili:! �;X�i��i�4� � L{I,11ilU
w�ocls iu iyot c�empl frn�i t�ir pr�rMis�o�s �rF tl�� ti,y��s�l np�r{xrtM�r�ily ci���4tie.
�2�) ('o�t�r.ictn�� �`e4�iui��; sul�canir:rci :15Y:4Y[i� #:�4'L`L'LI111#; ���},UUI? +�'h���lt ��ru nut exti�����t fr{�Rs� ilse prs�vis�uns o�' t�ie ci;uu!
,�p�,��j�lii�Mily clsMt�s4 w'sll �xr rec�tiirc�i ic� pz���riJr �ur Il�e i'ur��:�rdin�+ 01' f�srx n,�l i��� I�r �,r+���M��iiv[� ��il�caititr�ciorn f�rr
:�M���jtlits �t��l �`or��ii'��et���t� �{xntrt�cls x�hcre the:�tiiMcc�ntrscl.� excrred',�'f��,iHIU asiCl �lrt plrt u�CClll]k! FI'Is�l l��c �lrr�risians
oY tl:e e��uxl u;rpartunily cis�us4.
*J�?'1'E�.: '�'h� pe�altv I'nr mn�cin�; �alse st�t4�ne�tts in n�l'crs is �rescril�wd in I:i EJ.4,�. 11k111.
�� ��ir�� ��TiE�� [�T �l{��f�i',��r��; ��rFn ��►��r.��;i���
Tlwc �c�l�.��lly ossisted cuirs���uctifsn co�,�r�ctc�r �e�•t3tiis tlar�� I,e docs ���t nsuu�t�in ur pi�ukide Par Itii� cs��pl+�yecs g��y
�e�,�e�uted I'�rcilieic� �t vny af ltia� r:�t�ll1E5C�aai��i�#s, �nd ikr:,i I�� ducs aat perri��t 1�is cmpinye�s to ptrf��r�� tlYcir �cr+ricrs a�
:��Sy I�rrtNinn. Mt��dc�' lti'ts 4�ont�'nl, ��Iter�. +�egrrgait€1 F`a��lilk�� a�re maini�rined. TISe f�.d�.►`:�Ily a��isted �onstructf�sn certiii�ts
�'u�ii�af ift:�� Iyc will �e�[ mr�in�s�iu oM� �sra;vi�rc #'nr }4is �.xrn�lc�,}���es ���y sc:�r�g�tcd �uciliiie� r�t r�stp ui� lti�s �s�ul�iislti���i�#s, r�ii�l
tl5i3t I5C ti*�I�I il{�# pC�'rriil Ikiti rmp�u��ti�5 GM ��.r�at'i1� Ific�� ser��itu� s�l oinw' laxcr�ii«��, ��r�d��' 1tii.s canirol, whire se�;r��,ilcd
�:iwllll it� 8i'� asi:����irliltc�l. ���Is4 i4iIfC3II�' :Iw7;li�Eii L'1}f1�4�i11�L'1�}fl ��}ilLl'}JCf{II' S�rL'�S L�1:l� YL I11'L`LIiII i1I� Llliti CCI'LLLIiLIILI}tl i!4 �
vac�lati��n ��i' �he ec��al �,�pc�rit���ity cls�u�*. i�� Ihir� ���Mti�r;�cl. :#s ��ticci in �I�i� cerli�c�i�on, Slti� t��x'ni ��Sl;}�F'Cj;iiC�SI I�$ICIIIL��;ti��
ta������K s��t� ws�itit�� rnnmw, ��srlc �i`era�, Fcstr�ar�n� :ind 3r:�lyri��rit�, re�l:���r���t� ��al n�her euiin�; arenr:, tinitEluEk.s. laticcr
Y{IU1115 :Ifli� 4kII1CC 5411ri1};l". lMi {II'L`SriIII� :iPC�'ia �1k11"I43R�!, CiM�S� cirinlcin�; P�Funisi�4ti, 1'l:4'L`L':1�1{lll «I' C1i�CF�71115171C11t fll'tE1Sr
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segre��te�i ax�� iltie Fl�Rl� L}�' �3tiC. c'�#I{kl`� r�li�yi�MMf, wc'�, ur �xa�i�r�a�E �s�'��i��, F1CC#1Iu5L O�' ��:lMliF �ucrrl cMysru,s�. ,n• �=�y otkMcr reiis,�Ms.
'[';�e i'e�l��'sally ii$S4`i�L`il Cfjl1`i�!'IJCiIUIl :1�1'4;L':4 �Iliii {.�il`C€�}t 1YI1�tCC Itie h.l� OII��IIIIC{� I�111[IiLII ClCLf�i:riitrns i'run, prt���rwe,�
sk���<�tar�l r.it�tui`,� P�}r ��r4���c: 1in�c perit�d�} he s+�i1J �ri�iain idenlieal tertificail{�155 fi'onl ��rr���nxet� KvIMc{�nlraci�rr� pri��r !i� il�c
uw:�rtl oF' Hu6e�rntr�cts c�cc�:di���'� ��I.I}E}E} tishTcfi are Ms�r4 ��em�� I'r��m �h� pr��v�xi��fls �sl' #I��• r{�uFy� ��p�yurEuretiy �liti�is�, n�tcl
th�t Itie �vill �'etain stir�� cerlil�r�ati{�t�.s i�t I�is ii��s.
f�[]TiE'1=: 'I'� � F*l�cl�l'Ec: �� 1�� C C(lfV"f'I���t"L'l)�t5 {l�' €��;Q[l�R�:�i [a:h''[' I�f��t
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�� �'€rtziiei�ticrn oF �lonse�rti�r�4ed �'peilitte5 m��.5t I�� �iMbmittecl prior io the aw:tirc� �rF' o� con�r�a4� rMr s�rtrtinrMtract
ixcee�ing $ Uw,IIIIU ti��lti:c� is ns>t �xcm�rt #1-<sm l�r provisions nf the �'i��ar�l {lp�rorlu�it}� (:Js�t�se.
C'cs'�ifics�fi[uY •�'I�c i�ti�o�'��tink�o�ti �bnve is i�ue tind ccemplete fo th�c �esl �l' rny k�o�5�leclge nRd hcliet'.
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�. Tfii� i[em sha11 �:€sr�si��. �f i'urni�hTtX�, trans�ce�tin�*, �r�d plr�c���g a���irc>lleci low�slr�:ng�h
maEcri�l {�'LS'Vl) �s flow�blc, ba�kfill in teenc�es ar �# a3tl7�r tc�cutinns �f�owr� c�n t��t�
Dra�+���tibs i�r �s �1ir�c��d by the E�g'tr�ccr_ .
l.�l? �t[?��'��l�T+:�1(v�
A, �meric�ri �o�i�ly F{�r Tcs�in� �viale��als;
ASTIVi C� I lv�:t�Ciiy ;�irrti Curing [:'o�cr�[�'T'G�t �pe�.i���r�� io � h� Fic:kd
P�S'1'fv� C 33 �pc:�:ific�Ii{xa7 F«r C:onc��tr; A��r��:tt�s
l��T[�� � 39 Go�n�rrc��iw� ��r�na� nfCylinc3r��:n1 �n�cret�
A�T�i C 15{] Spe�iEi��il����r fnr Port1��r��E C�riic:irt
A�'i'iVI C: �5�5 S�ie�:iFi��tior� fof �iler�de,d Hy[Era�.iltc CemenLs
F�S`�'N� C G t!� Sp�c:ific�t�c,�� ior Ffy Asi� t�ntE F�uw or Calc3nerl C��t�ur�i Po�olar� f'�r Llse
a� t� l+�ir��ru! r���rGy�?�kt�l� �lti Po��i�nd C�rr�e�lk C'{�G3crr:te
R. Amcri�;an C'.oncri:ie �.�Xsti[��e;
f��'i?2{�EL-9? Contrc�l�cs� €.{��v-S�rengtl� N1�kGri:G1�
PAR`�" 2 - PI�CI]�U('7 :�
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A, �cxr�land ce�n�r�i �h.ill �:a�#�fc�e+�� tr� l�h� �er�uirei�r�nts o�` AS`iIV1 C-j�{] Ty�c: �_ Li' ��t [�ny
, rs:�,�on cemer�� hrc:tsi7����� ��3r1��11y tieE �r w�,nla��s lkm�ps +3f c�Et�d �:�.nae€�i, il sl�ull �5�:
re�c�:ted. Ceer�enk b�f1v,�¢�:d �-rn�y discz�rde�l c,r Mt��.d !�}kgy �ituil nt}I b� ��suil.
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�1. F1�r �►sl� s��ii c�n�'ofm lo �lS�';vl �-G I S, ��a.ss � or F,
�r�jticro[led Low Sti•er��lh lVIalc��ial ��LSh�.? ��'���-�
f�"�'��'[}I1?4�
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�1, �inc a��,re¢a�e �Jt�ll cot�fc�rRti lu [17�: r�.c�u�re�.€��s a� AS'l'Iv� � 33 �x�c�xt fnr �ggre�a�c
��irc���fiis,�. ��y ag�re���e o ijC�'rStiQFI L'iI11i;I1 `73'i�L�1JC�4 �}".ftQP�lliifl4'� C�IiiC�CC:tC:rl�'EF1'k ul� th�
�:LS� s�eci�'ie�1 IZerctrr will E]e acce�ted. �xce�t �� Fi>��43w�,
.�;icvc Si�c Perc�nt P3ssi�� �y wciglif
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1�1n_ �(�f } 0 - i �
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,r�, V4'$t�r us�;d 3n m�:c�r�g str�]G �e t'�ee �f oil, saii. acid, z�€kal�. �ug:��, vege�a�le mt�fikr:r. {��`
nt��cr st��st��c�s in,�ufu�us tu �1�� �En�shec� prac�uct.
�.lF� 141�X DE�i(��[V
A. 1'ra�ofku�ns. T13� con�r�cEor s�t�Cl s��hn��l, �;� t17c. EJ3�TIR�L:3'� a r�ux d���i�r� �Gnclu�ii�� #�e
pro�c>fli��ns a�d ����trce �f m���eri�ils, �cirr�ixk��re�, �i�d dr� c�bic y��r�E b�lcl� wc:o�l�ts_ Tlte
ni3x sF�all cc��tit��in r� rninimun� af 5�} p�ru��is ,�f' cerr��nk ��id �5(1 p�un�s ��y ��I� ��e:�' cE�hic
}�r�, v,riiF� tife r�m�ir�d�r oE the vol��nse c�kmpos�d �f san�, w�tet, �tnra {kn,y ;�pprnver�
adr�i�x[�iE�;?,
ri, Cs���3pre�ss�ve 5ir�:n�Elt. �'L�s1+l shall be d�si�ned i�, zkc�rieve a'�8-�l:�y ��amj��'�.s�iv�
,t�����tF� o!' lUU tc� 20(� p�a wi�c� #?s�e� in ac�c�Y�iancc with .�STM C��, 'L'her�: �it{}i�lci he
��{� 5i�;niiican! s[rt-ll�Rli ��t[k ofEer 2$ da�+s_ �I'esl SFFL`{:I�il4tlS S�j�11I FY• n��de i� :tc�ord�xrt��
vrktit ASTI�I C'-3 ! exc�.p� �fxa� i��� sar��ples w�il r�ot be r�d�f�i� r�r vibruied a�cl sh�kii bc �ir
c�reti s� tl�eir mu�ci� �or t��e d�eatirrn oF �lie cuee p�ric��l.
�. �nn�i�tc�rcy�. �.unsis��*i�cy t>f th�. �1'�Sjl riLXiLlf� sl��il1 b�: suc1� �k7at tlt� nuxsurc m�y b+�
p€�3e�ci withcx�tt s�Gre��itic�n, A d��i��:�C ct��ysi�teric�+ �n�y �i�; ;��>prr��irr��Ee� by fil�ir��, r���
a�+�n-�ndc}d t��'ee s�ch �E�um�Se� uyliT�r��r. �ix incki�s h��i� ��, ih� t�.r�r, x�itit �I�e eeux����e �n41
117� �yl��id�r i�ir��7edi:�tcly p�Gll4� strrxi�3�t �p. The corrc�l �onsEs��;ncy oFtE�e m.ixtura will
��s��luc�; ��� ��}>roxEm��le �i�t7t i��ch dia�ycte� circ�i�tr-lypc spread �vi�t�o�� s�grc:�;���ion.
Ac3jn����sei��4 ��i` tF�e pr�a�r�rt��iiarf� C]E fl1rlE�i'lf1�S �Ftould bc� m�il� tte u�l�i�ve prt�pr;r cc,li�l
st7s�ettsio� ar�d t��w���rlc �:kt�rac[�risli��, �owev�f lhe R1���}r�tic��1 yieic! �Ir�l] he
��.ir�tuin�{f �t r�nc c�b�c yxril f'c�r tlte g��exs hatch wei�ht�.
I'A1�'�` � - �'?CI?i}�J'I'1[)�
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A_ �LSlvI ma�r b� pl��ed by any re�onable mc:ms fr{�tt� a mixin� unit �r�k;k [I�e sp�ce to tie
fklled_ ��giia�iort is r�quirerl during tr�nspor[a['t�at� �lti� waiti[�� tinz�. Pl�cen��;nt s€�nll �e
�7c:r�'4�ri��ei� re� s�ch �S ill$f19]�� C�iB� S�'ftjC:tll1'�S Oi` �71�3L5 tfE't-' il[7[ �IS�]i3l:�l� t�l�}3Tl t�1�11` C�L`81C2L�
tCI11iI rl414k1i[3R ilRC� intr�k�it�r� {�� �LS[VS intu �n��w3riti�lc :�rcr�s �� �t��nicfed. �i�'Ite Gi����cri�l
('c}r��.r��lled Low S�•en�ih 14��lerial (CL�I�1) I)'�7�3-�
i'T�'� �U?�4
�Iwir�! I��. br��r��l�t up t�i�i�'crrnYly t�� th�: ��91 �i��� �hc,wn on �E7�: F1i�a�vkr��s csr �s �i�'c�:tecl by ���e
�ngir��.�er. �.�cJr pl,icemer�� n�' �L�i�l :�I�F�C� ��: ;�s continuu�Ms ��tt ��Cu:ralion u� �ins�ihle_ If
��SN1 is �lac:�d in r�nrc �hai� nn� i�yr:r, lhe b�se I�yer sE�a�� h� �'CCe r�t� �ueFace w�,k�:� :iltai
loos� or Foreign r��s�[�rta! pricsr ��a �kt� �alac�men� o� �Ite riext ia�er.
B, i�imi��lion� ta� ���;cen�e�t, C�S��S sh���l �tc>k bc: ��€�ced �n Fro��:n graund. !4'��xing a�n�3
plu�ing re��y b��;i�� wl�crr the a3r ��mp�r��tur�e is ��t ke�si� 35a E(�Q �) �nd rising. a�►l �€i�
ti1�� oF' placem�a�t, ��5�+1 c13�1� ��ave �f k�mp�r;'�l�ire oi` a� letts� �{}� I~, �vlixin� �a�l
pltxcernent sh�il si{�� �vlti�r� t�� aie ter�ip�raE�irc is 4{}� �{E�<� Faflin� ❑e wi�en tl�e
xnt��:G[�ated �ir ternp�xr{�lMMre wilj ��� 35'F or le�� in l�t� �4 l3nur p��i�ac� followRi�g pm�aser!
pluc�rri�n�,
C, C�arin�_ T[r� �i� in �o�tit;�c�. wiE�� tit� ��.Shr] s���eilci i��* m�i[�tained �t [�mpeK�t��-U above
fre��ing I���r a n�i�irr�ult� of 7� hc�urs_ IF �he C:i.SM is wul��ecte�E to tc:��g�rat�kr�s a�e�t�w
'�2� �, lh�: mater��l mw� be r���„c:�cd l�y the �n�i�ae�:r iF durrt�g4 ��s lktc r�ta�ei-i�l �s
obs�.rvwc�_
�?_ �rotecii�sn, The �'L.z��l wl�tGl� rr��t i,r �i.il����:� �n kat�cls ���r�i �l�all ze�n��i�� ���Gdisiurbeci L}p
cons#re��Sir�n activrti�s �.'or :o �r�:Kiarcl t�f 4� l�nurs o� �ankil +� cc�n���res�ivc 5[rc;n��1� �f� l5 p�4
is ts�i��i�tci�_ 7'I�e �on�n�cto� �l�c�ll 1�c r�s�nnsi��le F`t�r pr.cevidi+�g evid�:�ce t�� tl�e �nginter
tltat tl�e m��cri�l l�as rett�:hcd lh�: �'lesir�.t�l s�i�e�gtly. �l�c���r.ahl�: e�i��:n�c sli�ll he hased
u�nn c�mpr+�-ssive Eest� rrt�ci� i�� :�c:curd�tice v���lh �c���icr�� I€1C} of titc FA}l Ciener�l
Provision�.
�.�� MATF�R�A��. A���P'TAIV�:I�
�_ l��ce1xtance. Ac�ep��ncw ul' C'€.SM cle��varc:�i �ti�d p�acea.l ;ow SjillVJ�l �n Iki� f),•��wings c,t �as
iiir�.cteil �v tE�� �n�inter �hi�11 �� br�s��E ��p�n mix de��i�e� ;�pprc�vr�l an� b.itc�7 �ick��s �+rovid��i
by tF�� �on4r:��tnr to cunf�frt� shF�� t13c d�.l��rase� ri��ri:�l c�xn�orms �o ti�e ��3�x d�stg�. 7'hc:
ConErac�o� �h��ll verify by �ci�liiac�tXa] i�sting, racl� 5,�1�f} i:ubic }��it'c�s cx� in���r�al usi:�l.
Veeitica��on s�nki in�h�dc cc�nfirmrlti�n rrF- ���ateri��� �xrc���rtionw ��ttil I�sl �f` �:ampr�ssi�c
wtr�.n�,th tc+ ��x7fir�r� Eha� lh� in��[enaa r��e�:r: tr�e oei��na� m�x �lesi� an�i il�t: �ec�uirerr�ent� �f
{�'�„S�Vi �rs �lexFE[1L'iE in ��i� sQcczfic�litrM�_ Ai�.j�s�menEs SEti�I! 1ae maccc zts f1Cce�sary lo �h�,
�rrnpartira€�s s�r�ci I�M�l�,ri�l� pri��� Ic� i'��CkII�:C prctdu�lion.
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Sl]M�IARY OF QLIANT � T i E5
aase aio
SPEC OESCRIPTIQN
55-1 Mobilization
P-151 {;learinn and Gru6hina
T-901 Seedina
$�S-4 Concrete Roadwa Pavament Removol
��S-A Asohalt Shoulder �emcvaw
S�5-g Starm Droin Inlet Uemolition
SS-4 Remove L,nderq�ain
55-4 E3eetrico(DemoFition
P-S52 Unelassiffed Fxcavation
-- Remove Exis�inQ FtSnCe
1fi2 arr� orary Securitv Fence_
)� �' PVC Coaled Chain Ljnk ence
--f� 8' P�lC Coated Choin Link �ecur�tv Fence
--- 5�trand Bafped Wire Fence
F-162 5' �,ates in 4 Fence
F-162 �te in 4' Fence
P-155 ime Treafed Suq pfade
-304 " Cemeni TreaEed 8ase
%�OT 247 S" Ty�e A. Grade 1 Hase
-501 7" Pi. Concrete Roadway Pavement
-�111 10" PC Concrete Anron povement
_�Q 10" - 14�, p� �onerete Aoron Pavement
$p 4" - 1 FfC ontrete q�ron Povament
-5D �4" PC �onerele ron F�avem ent
p 5pj 1� p �dntrele ran Pavement
I�-�lY1 b FY� oncreie 'ur
P-SOl Ei" - 1' � PC Concrete Curb
P- 01 �puntable Curb
'j��nT 340 �iont A1ix Bituminous Pavement
a b�f� nme Coat
Dp-7 ,2 p8y" C(G'(M' Slot{ed Drain 5vslem
17-�� 24" ClnssSlRCp �roin Svs[em
D-70j 48" Class IIIRCP
D-701 54" Closs III ftCP
D-7�1 60" Class III RCP
�-701 66" Class III RCY
j5{� 4 6" PVC Drain pip e
1�j�i��4 8" PVC Droin F�ioe (Underdrain7
ibQ&4 12" PVC Orain Pi c
02404 4" PyG Frertch �rai�
- l2" posl lndicotor VOlves
- 6" Knife Gate Volves
g Cancreta Valve ault
]���� 25�QQD GaIFRP �irtale WaHUnderaraund Sloraae Tank
1� 5 InleEs. fivoe A
0-- 5 InlsEs. ��'voe H
�s� i�lAt� Jyc� e
(�D 5tructura ncrele at Storm 1Nater Ho[diqp Pond
-56� 5tructura�oncrele Cantainmenl Area at Glvcol Hoid Tank Load-nut
6j�] 6" P Loncrete Sidewalk
1202 18" ' uice ate and Gear Ooeraled Hoist
d5520 tesl �ioe �ondrvil
05500 teal 'ecunFv Bors ai Outlet Weir
'leats
02271 Gabions
D7569 Erosion Proiection
0156b Silt Fence•
81568 Hav Bale 5iR Barrier
15fi8 Rock Berm �dt arrier
02271 Plunae Poal (2i(� -�ao
L-108 1" Canduit in Concrete rench in Existina Runway
L-108 2" Conduit in jrenc� for Toxiwav/R unway Er�y�e L�hlina
L-108 ? Conduit in 4'rench for Taxiwoy j�enk@� line Liohtina
L-108 Underaroun `a61e. Installed in Conduil or auet pnk for Taxiwav/ unwaY EQ p,e Linhtinn
L•108 Under q�ound Cable. Installed in Conduil or puet ,onk for Taxiwa �enterline Lj pJ�tino
L-108 Bare Lountarpoise%1ire, Instol[ed in Trenth, Incuding Ground Ra�s end Ground
Conductors for Taxiwov/Runwav Edae Lioht9nn
L�108 Bare Counterpoise Wire, Installed in Trenth, Inoluding Ground Rods and Graund
Conductors for 7axiwov Centerline Liahtino
L-1 2 Wav 4" ,uct Bonk
L- 4 4 way. d" uct Bank
L- ulf8ox for 4 Wo Ducf Bank
L- axiwa+(� Guidance�ians
L-12t voe L.tS67 Liaht Bases far �axiwav F,doe Liahtina
L-121 oa L8�8 Li{�h3 Bases for axiwn /kunwuv Fdoe Li htinq
L-12t yoe �Ef8 Li' ht Bases in Existi �avemenl �ar Toxiwav Centerline LiahGna
L-121 vQe L$68 Lit�ht B s`s in New �ivemen` far Tnxiwav Cenlerline Liahtina
L-121 edium intensilv �az�wo� Liaht �ixtures.lne�udin Transformer Lamo Connections
L•121 Semi[iush Runwoy Liafit p�xiures, Ineludi�p Trnns�ormer. Lamo. %onnec�ions
L-121 Taxiwov �enterline Liohfs Fixlures, Includina Trnnsform. Lnmo, Gonnections
L- ,�1 �I'oxiwov inset Liahls
L- 11 Temqornry Runwvv Liahtina. Inciudi�p Platement and Removal
L- � Red F2efiecli�e Markers (sin e Iens1
P- � Runwav/T axiwav Markina wi TypR III ReFleciive Media
P- � Runwov/iaxiwov Markinq [Baekf Non-reFlective
P- i' 0 Temoorary Runwav/Taxiwov Morkino. Includ"ena Plocement and Remaval
Sl1MMARY QF QUANT 17 I ES
11NITS
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AS-BUILT
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SP�C
BIO ALTERNATE �
Q�SCRIPSEON
�iobilization
Clearina ond Gru6bina
Seedin
Concre�e Roodway Povemenl Rem6vol
Asohali Shoulder Removol
Remove Underdrain
Eleckrical0emotition
Unclassified Fxcavation
Remove Existinn Fence
Tem(� orory SecL�fftv Fence
B�VC Coaled i.hain Link Securitv Fence
y Lime reoled Suby,rade
H" Cemen Treoled %}ase
8" T�n A. Grade 1 liasa
7" P� �oncre te Roadway Povement
14" �C Concreie Aoron Ravement
Plan Mix �luminaus Pavemenf
nme Coa
" PVC �rnin Pioe (Underdrain)
rosian Protectian
;ilk Fence•
Hay Bale Silt Barrier �
r' Conduit in oncreie Trench in Existino Runwyy
" Conduit D� in Trench [or Taxiwav/Runway Eq p,e LJy�htina
2" Conduit fl6 in Trench for Toxi;xay Centerline Lioy� fine
�nderaround Co�le. Installed in Con,¢L�il or auet ,nk or Toxiwov/ unwoY Ed�aa `inhtina
�1,nder o�nd Cnble Installed in Conduil or puet �ank ar I axiwav �enterline LI p�`inn
Bore �cunterpvise�Yire, Inskplled in Trencf�, InGluding �round Rods and Graund
Conduetors for 7axiwav/Runwov Edae Liahtihy
9are Counterpoise Wire, Instolled in Trench, (ncluding Ground Rads and Graund '
Conductors for 7axiwov Centerline Liahtina
T Wnv. 4" ❑uct Bank
d wov. 4" Duet Benk
pull Box (nr 4 Wa �,uct eank
aziwoY �uidance �inns
"voe I867 Li L Bases for Toxiwnv Fdae Liqhtino
��� e L868 Li�i BS�SP.S fnC� T�x�wnv/fiunwnv Edae Li[�htirtp
�voa L868 L�� Bases in r',xistin� Pavement tor 7oxiwav Centerline liqhtina
"'voe L868 Li Bases in New YavemenE [ar Taxiwav Centerline Liahtina
pod Bearinq� lank Cti�vrr �r i�} h 9ase
dedium Intensitv Taxiwa iah-Fix ures.Includin{1 Trans armer Lamo onnestians
Semiflush Runwpv Liaht }Yixtures. Includir� Tronstormer. �amo. Lonnec��ns
Toxiwav Cent¢rl9ne LiahEs Fixtures. Incly 'na Tronstorm. Lamp� Cannections
) emr�orary «unwov LiahtiRp, Inciudin{� lncement ond Removnl
f3�ue Refleclive Morkers (sin le IensE
Runwav/7axiwav Markina wi Yv pe BlReflective Adedia
Runwav/7axiwov Markin4 ( lack) �Ean-refleclive
Temuorary Runwav/Taxiwov Mwkina. Includina Plocement ond Rernavol
$UMMARY OF QUANTITIES
BID ALTERNATE I] INON FAA pARTICIPATIpN ]TE1�1
D�SCRIPTION
Cons[ruct Temoorary Conslruction Acaess Rond
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�SpE���CAn�N� Fo� �r�a�ap,��� Cor�C��7'� �a�r�wo�5. �+�Nll�l��+ CLns� "n" c�r�c���,
�. LJ�YERS OF R�INFORCkF�1G �7��L N�AR�ST T'H� INT"E�I�R Ak�Ei �7(TF_RIOR �LII��AC�S SHA� F4AVE A COVk� 0�'
2' T� TH� CENT�R 0� �IAF2�, UNE.�S� OTNER�S� �IOT€fJ.
I3. FQR DETAILS �F R�I#�FORClNG OF' L�WER P{�R110NS �F IN�ET S�E A�PF��p#�aATE $OUARE MANHOLE �ETAILS.
+�. DEPTH OF aR�P INI�T FR�M F1h�RSHE� GF�ADE T� FL�1hf �1�� 0� I�lLET IS VA#tIABt�. �kPPR�}SI�A�E �EP3�i
'�L� B� SH01wh� �N ��Af�S Ai L�CAl1�N OF IHLET. '
5. AI.J_ STA�I�AR{3 L1R�P !hll.�TS SFi�LL hIAYE �E OPEH�NG �N �ACH SIOE Ufi�l.ESS 07�-IER1�lSE SHOYIR+I 0l+i PLAHS.
IB. DE�!{ k1AY BE FRFJhI�'�1�C�i} SAkF�[� �� 4" S�U�iE M#l�iM101.�.
D F� ��' ! I� LET �� �� �� � � �� �«� ���. ���H¢
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TO TH� SPECIFICATIONS AND CONTRACT DOCUMENTS
FOR
��
V�ES�' �Al���l�'��I�A.Y
F�A�.� W�R'ri� AI1L�I�CE A.I1���T
ArP PRo�cT rr�. 3-3s�o�s���a.�a�
AZP PROJECT No. 3-38-0296a�00�
DOE PROJECT Na. 3839
FILE No. M-2,19
Bid Date: Th�rsday, October �4, �00�
Addendum Issue Date: Octo�er �2, 20U2
.� This Addendum No. 3 forms a part of the Con�ract Documents referenced above and
moclif'ies the Original Contrac� Documents and P�ans. Acl�nowledge receipt of this ��
Addendurn in the space provided be�ow, in the Proposal, Page 29, and acknawledge zeceipt
on Che outer envelope of your bid. FaiIure to acknowledge receipt o� this Addendum could
� subject the bidder to disqualification.
1.0 Snecial Tns�ruct�ons to Bidders ,
1.1 Proposal Farzn
1.1.1 The Proposal Farm has been modif ed to �delete all references to BID ALTEIZNATE
No. 2. — Temporary Constructian Access Road. The work assoczated with the
Ternporary Construction Access. Road is now included in ihe BASE BID as BID
ITEM No. 86.
1.I.2 Bidders aar� ir�structed to use the Proposal Form issued witb Addendunrx No. 2,
marked Revised 10/17/a2, naodi£ied as �'allaws;
A. Delete Page 15 and replace wi�l� Page 15 {Revised 10/22/02) attached hereta.
B. Add Page 15A (Revised 10/22/42) attached hereto
C. � Delete Page 24 (PAGE 24 IS N4T REPLACED, THERE WILL BE NO
PAGE 24 IN THE PROPOSAL FORM)
D. Delete Page 25 and replace with Page 25 (Revised .10/22/02) attac�.ed hezeto,
E. Delete Page 26 an.d replace with Page 26 (Revised 10/22/02) attached hereio.
1.� Disad�antaged Busi�ness Enterp�ise Utilization Requirements
1.2.1 As clarification, DBE participat�on goals for this project will be as follows:
1. Base Bid �- 22%a �
2. Base Bid + Bid Alternate No. 1= 21%
Addendum No. 3
Page 1 of 3
Bidders are encouraged to submit with tneir proposal the DBE forms demonstrating
corri�liance with the participation goal of 22% for Item No. 1 above (BASE BID),
-- and a separate farm demonstratirzg compliance with the participation goal of 21 °Io �or
�tem No. 2 above {BASE BID + BID ALTERNATE Na. 1). However, s�bmittal of
the DBE forms with the proposal is not a requirement. Bidders shall submit the
DBE #'arms %r the BASE BID and for BASE BID + BID ALTERNATE No. 1
within the time frame set forth in the DBE documents aftex the hid opening.
1.3 CITY OF FORT W4RTH D7SADVANTAGE BUSINESS ENT�RPRTSE ''
SP�CIFICATTQNS — SPEC�AL INSTRUCT�ONS TD B�DDERS
1.3.1 Cha�ge paragraph entitled DBE Project Goals to the followirig:
�' The City's DBE goal on this pr.oject is 21 % of the BASE BID and BID
� ALTERNATE No.l. �
4�� 1.4 Ex�erience RecQrd a�d �quipment ScheduIe
i� The fozm �ntitled Experience Record and the farm entitled Eqnipment Schedule
� included in the Specifications and Con.tract Documez�ts shall be subrnitted wi.th the
bidder's proposal. - �
1.S Award of Cantract
Bidders are advised �at the contract wi11 be awazded to the Jowest zesponsive bidder.
The City zesez-ves the right to reject any andlar a11 bids and wa'rve any and/or all
irregularities. No bid may �e withdravc+n for a period of 9fl days frorn the date of the �
bid opening.
Bids wzil be evaluated on the following basis.
� Base Bid
+ Base Bid + Bid Alternate No. 1
The contract �vill be award�d based on t�ie availability pf funds and in the best
interest of the City. of Fart Worth.
2.0 Construction Drawings
�.1 Sheet ADD 3.41— Slotted Drain Details
Add Sheet ADD 3.01 attached hereto.
3.0 TECHN�CAL SPECYFYCATTONS
3.1 Specification Section 1�5�0 � Underground Stflrage Tank
3.1.1 Change paragraph 2.0 J. G to Che � following:
G. Pro�vzde tank that is chemical�y inert to petraJ.eum products.
Addendum No. 3 Page � of 3
5�
3.2 Specifxcation Section L�125 — Installation of Airfield Guidance Signs
Delete Modifications Page fflr this �pecification included in the Speci�caiions and
Contract dacuments and replace with the pag� �ntitl�d MODFFICATIONS TO ITEM
L-12S INSTALLATION UF AIRFIELD GUIDANCE STGNS attached hereto.
4.0 Clari�cations and Resnonses to Oue�tions From B�ddexs
4.1 Clari�cation — Temporar� Acc�ss Road (BASE BID ITEM No. 85)
Contractor shall provide iemporary storm drainage piging at th� temporary
ca�istruction access road as requir�d to prvvide for adeq�ate drainage and to protect
Che access road from damage from a starm event wit�x a 2-year recurrence interval.
At a minimum, the Contractor shall provide ninety {90) lineal feet (LF) of 48", 14
gauge corrugatec� steel pipe at the large drainage ditch just east of the Maytag
distribution center.
At ihe canc�usion a� the project and at the direction of the Owner's representative,
Contractor shall z-emove the temporary access road arid restore the area to a contlihon
equal to or better than t�iat which existed priar to the start a� canstzuction. .
AlI other provisions of the plans, general contract documenis and specificatians for this
project, whicY� are not expressly amended herein, shall remain in force.
A signed copy af tkis Addendum No. 3 should be included in the sea�ed bid envelope at the
time of bid submittai. Faiiure to acknowledge the recezpt of ti�is Addendum No. 3 could
cause th� subject bidder to be considered "NON-RESPONSIVE", RESULTING IN
DIS QUALIFICATIOI�T. �
Addendum No. 3, Receipt Acknflwledged:
A. Douglas Radernaker
Dir�ctor, Dept. �ai Engi.n.eering
By:
Company:
�1.ddress:
Czty1S tate/Zip:
Te�ephone No.
Approved: ,
Rick Trice, P.E.
Mana �, onsu tixl -Serv�es
by. ,�r
G aI Sahu, P.E. �`�
Project Manager
� �� 0�' r,�'�o�
: � ���f �� ¢t
.G`
..�i�..�...'�'�...�'{.-.��,,,
��ERRY !.: FLEIJ�E�fG
� v`..,� 37514 � :�W
���.•� ..�C, �.�. ..�, .�
Addendum No. 3
t�' • . �Si�2; �� �
�� ��'���M � ���� �O/�Z/p �
Page 3 oi 3
following the award, to secure proper campli�ance with the terms and �provisions of the contract, to insure
and guarantee the wor� until final comple�ion and �acceptance, and, and to guarantee payment of alllawful
claims for labor perforFn�d and materials furnis�.ed in the fiil�'illment of tY�e contract.
The undersigned certifies tb.aC �he bid prices contained in this proposal have been caxefully checked and
are subrnit�ed as correct and final. The under�i�ned agrees to substantially complete aI� work cavered by
tY�ese Contract Documents within. the number of calendar days stated below from the day established %z
the start of the worl� as set �orth in a written N�Cice to Proceed to be issued by the• Qwner or by the
Engineer for the Own�r.
Base Bid � 27Q Calendar days
Base Bid + Bid Alternate I 36Q Calendar days
;� In th��event the Contractor fails to attain substantial co�npletion of the entire project (all l�iditems} wit}�
the time set forth in the Proposal, the O�ner rnay withhold zr�oney permanently from the Contractor's total
eom�ensatioz� the sum of {00 per day as liquidated damages and far added expenses for engineering
4� sezvices, for each consecutive calendar day to complete the work b�yond the allatted time. The Owner
wili be the sole judge as to whether t�e work taas been completed within the allotted time.
.�
�'
!��
<
�
Proposal (revised 1Q122IO2} Page 26
SOLID WEB SPACER BARS
ON 6" CENTERS ANGLED
'7� CONFORM TO S��P�
OF PAVEMENT
IDOUBLE 7HE STQ.
�1 WELDING BETWEEN
��. BEARING BARS & PIPE
� P.C.C.
PAVEMENT-
� 3/4" EX�.
, JO1N7� 1/2,�
I. ° � . . .
RECESS TOP OF GRATE 1/4"
CHAMFEft COiVC. CORNERS.
115� 6" DEEP GRATE
-PRD�IL�, GRADE (PROFILE D)
- - VARIES FROM I
6" TO 24"
1, , 6 . a . o . n � . • . d • -- � • . '� . = u • a .• u . .• � m ' ~ o•
�r8• , c• �o' � _ ,�.o_�_�..�_-� ��.. ..�.ry _,`"e .. . , �o . . °' . . ° • P.C.C.
. D ' . p . D D �i . a . .��. .�`p � . A.•I. . D • A ' . G PAVEMENT �
. . P • . � II • . , � • � a . � '� • � � f d�f _ • ' 6 • , • , .• D, • ' A .
1 � � � � � � � ' ' � � ' _ �. . • ��: 3ii \, : ID� � . • 1 . . ' . � � . . ' . .
. 6 ' . .'p _ . P " �' • �' � G 1n 'In _ • � . P ' .. . p • � �OpIVQp ['o
. • . •�p. � 'p . . • _ �IA % � 2 •`\. �• -�' p , • ' D, �p' �}RL�ri�GR '
� - , . . . . �� . — 'i .; � ..9 ••.-• J � . � . �
! �' �J � .° .
� �._LL_5 .��, ' ° ° ' �• , i'���--
� ° •�� � �:. . "i. ° . m
THICKNENED E�GE . �°• : ;;� : �'}: ': . � °� ��;• ° • $ -
�1 (5EE JOlNT LAYOUT) � a: •'p.';��., • a. � . � �' • - � a�.. � �. , � �NpERCUT HEADER-LEAVE
I No. 4 BARS � I D e •°� °� 6" OF PAVING 8A5E .TO
AT 1�_6�� . ' . -�. �-,-° - . .°~-,-,° -- -- ° . PROVIDE A_ VOlD
' . .- . �
Na. 4 BARS { �— �� GAUGE ARMCO StQTTED
� (6 TOTAL) COEVC. ENCASEMENT DRAIN OR APPROVED EQUAL
,� , 4q0� P.5.1. @ 28 DAYS
�„
�= - _
'e 1
: � F&N �OB NO
� FILE
DATE
� D�SlGNED
SHE�T N0.
�
3, _�„ �,r
S LOTTED D RAI N
N. T. S.
ADDENDUM # 3
F7W00244
N�\IF\ADDENDUM#3_01.SHT
OCTOBER 22, 2002
JLF
ADD3.0�
O�•�R��l
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•e ma�e�0aeaa�ooa�eaae��aa� �
o JERRY L. FLEMING p
� �A�p�����.�a���o��a��.� � o
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4 FS ��a.���� G �
����i°::: ��ia�a�%� �
'7CA�I:�� OF CONTENTS
��
�
I �i
1
2.
3.
4.
5.
6.
:
9.
10.
].1.
12.
13.
1�.
NOTFCE TO BIDDERS
INSTRUCTIONS TO BIDDERS
SPECIAL NOTICE TO BIDDERS - BUY AMERICAN
SPECIAL TNSTRUCTION T� BIDDERS REGARDING EEO
INSTRUCTIONS REGARDING CONTRACTOR'S INSURANCE
CONTR.ACT PROVISIONS
a. Mandatory Contract Provisions
b. Disadvantaged Business Entecprise Provisions
c. Buy American - Steel and Manufactured Products far Construciian Contracts
d. List of Exernpt Supglies and Materials
e. Required Contract Provisions
U.S. DEPARTMENT �F LABOR WAGE RATE DETERMINATI�N
BID F�RMS
a. Proposal, includ'zng Certification of Nonsegregated Facilities
b. Ce�rtification Regarding Lobbying
c. Miscellar3eous Forms to b� Subnutted with Proposal
CITY OF FORT WORTH DBE FORMS
C�NTRACT AND BOND FORMS
a. Constr�action Contract
b. PerFormance Bond
c. Paym.ent Bond
d. Contractor's and Subcontractar'� Insurance
e. Certificate of Insurance
FEDERAL AVIATI4N AI7MIIVISTRATION GENERAL PROVISIONS
INDEX OF DRAWINGS
TECHNICAL SPEC�'ICATIONS
INFORMATION REGARDING SAFETY DLJRING C�NSTRUCTION
COMPREHENSNE NOTICE TO BIDDERS
Sealed proposals for the following:
WEST CARGO AND TAXIWAY
AT ALLT.ANCE AIRPORT
ATP PRO.IECT No. 3-45-0296-I601
AIl' PROJECT No. 3-4$-0296-20�2
D.O.E. No. 3839 FILE No.M-219
'� Addressed to Mr. Gary W. Jacksan, City Manger of the City of Fort Worth, Texas, will b�
received ai the City of Fort Worth until �:3Q P.M., Thursdav Octolaer 24, 2002, and then
� puvlicly opened and read aloud at 2:00 P.M. Con�rac[ Document, including Pians az�:d .
' �peci�ca�ions �or this pzoJeck, may be obtained at the office of TransportatFon and Public
� Works Depart�ment of the City of Fort Worth, 1Q00 Throckmorton Street, Fort Worth,
;� Texas, 76102. A deposit of ffty dolla�rs ($50.��) zs required for ttie first set of docum�nts,
i and additionaI sets may be purchased at the non-refundable price of fifty dallars ($SD.OQ)
� per set.
A pre-bid conference wzll be held a� Thursday. October 10, 2002 at 10:Qa A.M. a� the
Administra�ion Builclin� at �1lIiance Aimort.
All bidders wiil be required t� comply with provision 5159a of "Vernon's Civil Statutes"
of the State a� Texas with respect ka payment of prevailin� wage rates and City Ortlinance
No. 7400 (Fart WorCh City Cade Sections 13-A-ZI through 13-A-29), prohibiting
discrimination in employment practices.
Sid s�curity is required in accordance with Pa�cagrapb 1 of the Special Instnxctians to
Bidders.
Tn general, the work caa.sists of t�e fallawing:
Base Bid: Approximately 55,700 square yards of portland cement
concrete pavement, 5,469 square yards o� asphaltic concre�e pavement,
S7,8D0 cubic yards unclassified excavation, storm drainage piping and
inlets, storm water detentian pond, airfield ligk�ting, pavement marking,
fencing and incidental improvements.
Additive Bid Alternat� No. 1: Approximately 9,8$6 square yards of
portland cement concrete pavemsnt, 6,659 square yards of asphaltic
eQnerete pavement, 40,000 cubic yar�s unclassified excavatiQn, airfield
lighting, pavemeni marking, fencing and incidental irnpravements.
The City reserves the right to re�ect any andlor alI Bids and �waive any arxd/ox all
formalities. AWARD OF CONTRACT: No b�d may be withdrawn until the expiration of
FTW00�44 CNTl3-1
ninety {9Q} days from the c�ate the bids are opened. The award of contract, if made, will
be within ninety (90) after the apening of bids, but in no case will ihe award be made until
the r�sponsibility of the bidder to whom it is proposed �a award the contrac� is verified.
Bidders are expected to inspect the site of t.Yie work and inform themselves regarding local
con.ditions.
Bidders are r�:sponsible for obtaining aIl addenda ta �kie Contract Documents an.d
ackz7:awJ.edgzng rec�eipt of addenda by initialing the appropriate spaces on the PROPOSAL
FORM. Bids that do not acknowledge recez�t o� all addenda may be rejected as being
non�responsive. Inf�rmaiion regarding the status of addenda may be obtained by
cantacting the Departm�nt of Engineeri.ng ($17) 871-7910.
Bidders are encouraged to submit the requi�ed DBE documenlatian with their bid.
However, it is not a mandatory requirement.
The Bidder must suppl.y all the information required by the izistruckions to Bidders and the
bid z�n.ust be subrnitted on a form whici� substantially complies wi�h the form provided by
the City of Fort Worth.
The successful Bidder will be requirad ta furnis,h a Performance Bond and Payment Bond,
eacY� in the full amaunt of the contract price, executed by a surety company or surety
companies autharized to execute surety bonds under and in accordance c�ith the laws of
the State of Texas.
Policv. It is the po�iey af the Department af Transpoi�tation (D�T) tY�at disadvantaged
busir�ess entezprises as defined in 49 CFR Part 23 shall ha�e the maacimurn opportunity to
participate in the perf�rzz�ance af contracts financed in whole ar in part with Federal funds.
All �idders and propasexs shall naake go�d �aith efforts, as defined in Appendix A of 49
CFR Part 23, Regulations of the Office of the Secxetary of Transportatian, to subcontract
22% (percent� of tk�e dollar value of the prime cont�•act �or the Base Bid, or 21% (nercent�
of the dollar �alue of the prime contract for the Base Bid plus Bid Alternate 1 to sznall
business concerns owned and controlled by socially and economically disadva.ntaged
individuals (DBE}. In the event that th� bidder for this solicita�ion quali��s as a DBE, the
cantract goal shall be deemed to have be�n met. Individuals who are rebuttably presumed
to be sacially and economically disadvantaged include wornen, Blaeks, Hispa�ics, Native
Americans, Asian-Pacific Americans and Asiazt-Indian Arnericans. Tk�e apparent
successful bidder (proposer) will be required to submit infarmation concerning the DBEs
that vc�ill pax�icipate in this cantract. The information vvill znclude the name and address
for each DBE, a description af �e work to be performed by each named frrm, and the
dollar �alue of the contract (subcontract). Ii the bidder fails to achieve the contract goal as
stated herein, it will be required to }�rovic�e documentataan demonstrating that it made
good �aith efforts in at�empting to do so, A bid that fails to rn.eet these requirements will
be considered nonresponsive.
FTW00244 CNTB-2
The propased contract is under and subject to Executive Order 11246 of Septernber 24,
1965, and to the Equal Opportunity Clause.
The successful bidder will be required to submit a Certificafiaon o� Nonsegregated
Facilities prior to award of the coniract, and to notify prospective subcontractors of the
requirement for such a Certification where the arnouni of the subcantract exceeds
$10,000. Samples of the Certi�cation and Notice to Subcontractors appear an the
s�ecificatians.
'` Women will be afforded equal oppariunity in a11 areas of employment. Howevez', the
, emp�oyment of women shall not diminish the stan.dards or requiremen�s for the
' � employment of minorities.
� � For contracts of $50,000 or mare, a contractox having 50 or mare employe�s, and his
i E subcontractors ha�ing 50 or mare employees and who may be awarded a subcontract of
$50,000 oz moz�e, will be reqttixed to rnaintain an affirmative action program wiihin 12�
:� days of the commencement of the contraei.
- A�tention is called to the fact that not less thaz� the prevailing wage raies, as establis�ed by
��� the U.S Department of Labaz and as hereinafter set fort� in the Contract Docunients
; hereinbefore described and which ar� made a part hereof, must be pai�d on this project.
The proposed contract is s�bject to the Equal Opportunity clause contazned in the
speci€ications, which wiil be furnished to prospec�ive bidders.
Preaward Eaual 4n�orturutv Comuliance Reviews. Wheze the bid a� th� apparent low
responsible bidder is in the amount of $1 millian or more, the bidder and his known all-
taer subcontractars which will be award�d subcontracts af $1 million or more will be
subject to full on-site, preaward equal opportunity compliance reviews before the award of
the c�ntract for the purpose of determinin,g whether the bidder and his subcontractars are
able ta comply w�itr� xhe provisions of the equal opporiu�aity clause.
Compliance Reports. Within 30 days after award of this contract, the contractor shall file a
compliance report (Standard Forrn 100} if:
(a) The caz�tractar has not submiiied a complete compliance report within 12 rr�onths
preceding the date of award: and
(h) The contractor is withia the de�nition of "e�nployer" in Paragraphs 2e(3) of the
instructions included in Standard Form 100.
The contractor shall require the subcontractar Qn all-tier subcontracts, irrespeciive of
dollar amount, to file Standard Form �00 wrtk�in 30 days after award of the subcot�tract if
the above tvva condiCions agply. Standard Form 140 will be furnish upon request.
FTWflD�44 CNTB-3
Buv American Pravision
Tf�e propose�I contzact is 5ubject to�t�e Buy American pro�ision under Section 9129 of
the Aviation Safety and Capacity �x�a��s�ni� A,ct of ,�990. Details of such requixe�e.nt
are coutained in the Specifications.
For additional inforanat�on, contact jerry P4eming, P.E. of �reese and Nici�.als, inc., at
{8I7) 735�73(70, or Gopal Sahu, Y.E., project Manager af the City of Fart Wort��,
Uep.artinent of Engineering at ($17) 871-79�9. •
GARY 7ACKSQN
C�TY yiANAGER
�1,dve�Zisement Dates:
Sentember 2G. 2002
October 3. 20p2
GLORIA p�ARSON'
C1TY SECK�'1'AkX'
Depat-�ment o� Engzneering
�4.. Douglas Rademaker, Darector
i �o'�`•_ - ,.. —� =�
�Y' �.c%r - �.�._
y�. ' Ric � x•ic�, P.E. .
Manager, �nPtrieei'111� SeNiCeS
FT1��OQ244 CNTB-4
INSil�l�CilO�'S iO �IQ���S
1, Proposals for the construction of airport improvements at Afliance Airpor# wiH be received at
the City of Fort Warth. Proposals shall �e compieted in ink or typewritten upon the blank
form of the proposal. �'ropasals shall t�e enclosed in a seaied envelope, endorsed and
addressed as follaws:
Mr. �ary W. Jackson, City Manager
City of Fort Wor�h Municipal Building
� qQ0 Throckmorion 5treet
Fort Worih, Texas 76102
RE: Cargo Apronffaxiway
AIP P�oject No. 3-48-0296-1601 and 3-4$-0296-2002
Proposals tF�at are ekectronicaify transmitted will not be accepted.
2. Recei�t of all addenda issued shap be acknowledged by the Bidder in the space provided on
the pro�osal #orm.
3. For the purpose of clarification, ii is understood that the work to be done is being financed in
part by means of a grant from the United States pf America acting through the Federal
Aviation Administration. The Federal Aviation Administration wi11 therefore require approval by
their representatives of a11 contracts, attachments and similar documents, al1 partial and final
paymer�t estimates, all change orders and supplemental agreements.
4.
5.
The Bidder shall refer ta Section 20 of the General Provisio�s, Proposal Requirements and
Conditions far instructians on preparation of tF�e Proposal.
AA lump sum and unit �rices shall be stated in both script and figures.
6. Pre�ious Contracts. Section 6�-1.7(b) of the Regulations ofi the Secretary af Labor requires
each bidder ar prospective prirne con#ractor and proposed subcontractor, where appropriate,
ta state En the bid or at the outset of negotiations for the contract whether it has participated in
an�r previous contract subject to the Equal Oppartuni#y Giause; and if so, whether it has fiied
with the Joint Reporting Corrzmittee, t�e Director, and the agency or the former Presiden#'s
Committee on Equal �mployment Qpportunity ali reports due under the applicabfe filing
re�uirements. In any case in which a bidder or prospective prime contractor or proposed
subcontractor which participated in a previous contract subject to Executive �rder 10925,
11114, or 11246 has not fi{ed a report due under ihE app[icable filing dacuments, no contract
or subcontract shall be awarded unless such contractor submits a re{�ort co�ering #he
delir�q�ent period ar such other period specified by the FAA or the Director, OFCCP.
fF�e Bidder must compl�te the statement about Pr�vious Contracts included in the Rroposal.
7.
�
The Statement of Materials and Other Charges in the Proposal will be completed by the
Cantractor upon award af tF�e Contract only if the Contraetor desir�s a taac �exemption
certificate.
The Buy American Csrtificate must be completed by the Bidder and submitted with the
Proposal.
9. This project is subject to the requirements of 49 CFR part 26 concerning the participatian of
disadva�taged business enterprises, and subject to Executi�e Order 1�1246 of September 24,
1965. � As such, successful bidders ara required to cam�lete the DBE Utiiizatidn form and the
DBE letter(s) of inte�t included in #�ese documents.
10. Tt�e i�idder shall sign the Trade Restriction CEause included in these docurn�nts.
Instruction to Bidders IB-1
� 1. The bidder shall sign tF�e Certification Regarding bebarment, Suspension, Ineligibility and
Voiuntary Exclusion.
12. 41 CFR Section 80-1.8 states that a Certification of Non-Segregated Facilities shall be
submitted prior to the award of a federally-assisted construction contract exceeding $1 Q,D00
which is not exempt from the provisions af the Equal Opportunity Clause. Contractors
receiving federally-assisted con5truction contract awards exceeding $10,000 which are not
exempt from the pro�isions of the �qual Oppartunity Clause will be required for the
forwarding of th� following notice to prospective subcontractors for supplies and construction
contracts where the subcontrac#s exceed $10,�� and are not exer+ipt firom the pro�isions of
the �qual Oppartunity Clause. N07'�: The penalty for making false statements in offers is
prescribed in 18 U.S.C. 100�.
The Certification of Nonsegregated Facilities 9ncluded in these sp�cifications must be
completed by the Bidcler and submitted with the i�roposal.
�3. The successf�tl bidder entering into a confiraci for the work wil{ be required to give the City oi
Fort Worth surety in a sum equal to the amount of the contract awarded. In this connectian,
the successful bidder shall be required to furnisi� a per�ormance bond as weil as a payment
�ond, hoth in a sum equal to the amount of the contract awarded. The form af #he bond shall
be as E�erein provic4ed and the surety shall be acceptable to the City of Fort Worth. All bonds
furnished hereunder shall meet ihe requirements of Article 516p of the Re�ised Statutes of
Texas, as amended.
In arder for a surety to be acceptable to th� City of Fort Worth, the name of the slirety shall
be incluc�ed on the current U,S. 7'reasury list (Gircular 570) of acceptable sureti�s, and the
amount of bond written by any one acceptable company shall nat exceed the amoun# shown
on the Treasury iist for that campany.
No sureties will be aceeptable ta the City of Fort Worth which are at #he time in default or
delinquent on any bands or which are interested in any litigation against the City of Fort
Worth, 5hould any surety on the con#ract be determin�d unsatisfactory at any time 6y the
City of Fort Worti�, notice will be given to the contractor to that effect and the cantractar sha11
immediately pro�ide a new surety satisfactary to the City of Fort Warth.
14. It shall be the responsibility of the prospective bidder to visit the project site and make sueh
examinations and explorations as may be nec�ssary to c�eterrr�ine the site of ail ambient
conditions which rrzay affect construction of this project. Partic�lar attention should be gi�en
to methods of providing ingr�ss and egress ta adjacent private and public properties,
procedures for protecting existing improuerrEents and disposition of all materials to be
remo�ed in order that proper consideratian may be given ta these details during the
preparation of the Proposal and any unusual conditions which may give rise to later
contingencies that might be brought to the attention of the Owner prior to tne time af #he
submission of the Proposal.
15. Any questions arising during the ad�ertising periad as to meaning or intent of the
specifications will be answered by an addendum prepared by the �nginEer. Addenda will be
provided to those prospective Bidders who ha�e placed a deposit and who have been
furnished with bidding documents and plans. All addenda issued shall b�come a part of ihe
contract docum�nts.
16. Contractor's �iability fnsurance Requirements. The bicider shall provide with the Praposal a
iisting of both automobile and personal liability insurance coverage currently in farce, along
w9th a copy of a Certificate of Insurance as verificatian of that co�erage.
Inst�ruction Eo Bidders IB-3�
SPECIAL NO'i'�C� TO $IDDERS
I3UY AMERxCAN - ST'�EL AND lYiAlY(7�ACTUR�D
PRODUCTS FOR CONSTRi3CTi�N CONTRA,CTS
(A�iation Safety aud Capacsty Erpansioa Act of 199Q)
{a} The Av�atian Satety and Capacity �spansiou Aot af 199Q provides that prefereace be giYea to �teel and
manufactur�d prod�cis grociuced in t�e United States �cvhen funds are �peaded pursusqt to a grant issue8 under
ihe Airpor t Impravemeut ProgPam. �'be fbIIowing terms apply:
�I. Stee! and manufaetured oraducts. As used in tt�is ela�se, steel and manufactured products include (1)
steel prvduced in the United States or (�) a manufactured praduct produced ia t�e United States, if #�ae
cnst oFits camponen#s rn�ned, �roduced or maaitTactured in tbe IInited States erceeds 60 percextt oi the eost
of alI its campaneQts and final sssemb�y has taken placc in the United States. Compoaents vf foreign origin
of the sasae clas� vr kiad as the pcodne#s referred to in subparagraphs (b) {1,) or (2) shall be treated as
�aale9tlG
2. Comnonents. As used in tlsis clauae, companents means those articles, �sa#e�-ials, a[xd suppGes
incorporated direct�y into steel and mauufactured products.
3. Cost of Cmm�ooents. This mca�s the wst for production of the com�panents, eiclusive of iu�,al asseu�bly
labar coats,
(6) The successfe�l bidder will be required to assure that o�nly domestic steei aad manufactured producis will be
used by,the Contractor, subcnntractors materialmen, ac�d supg�iers in the perFormance of #his coatract, eacegt those
(]} that the U.S. �epar6neat af Trainsportatio�u has determined, under the Aviatian Safety and Capacity
E=Qansion Act of X990, axe nnt pr�duced in the United States in sufficieaf and reasonably available
quantities aud of a satisiactory qua)sty;
(�) that the U.S. Departmeat af Transportation b�as determined, under the Aviatiou Safety and Capaeity
Expansion Acf oi i990, that domestie preference wouid be i�nconsistenf with t�e public interest; or
(3} that inctnsion af dotnestic material will inerease the cost of the overall pro�ert eontract �y mare tha�
25 perceni.
��
(?/9?)
SPECIAL INSTRUCTION TO BIDDERS REGARDING EEU
Notice of Requirement for AifrEna�ive Aciiou to
�nsure Equal �mploymeni Op�ortunity
(Executive Order 11246, as amended)
1.
2.
'�he Offeror's or Biddcr's attentios� is called to the "T+�qual Oppor�un�ty Clause" and the "Standard
Federal Equal Employment Opportunity Constructian Contract Specifications" set forth herein.
The gnals and timetables for minority and female participativn, expressed in percentage terms for ti�e
cantractor's aggregate work force 4n each trade on all co�strucfion work in the covered area, are as
fallows:
Goals for minority
�►articipation in
each trade
1$.2%
Goals for i'emxle
participation in
each trade
6.9 %
These goals are applicable to all the contractor's constr�ction work (wheiher or nat it is Federal or
federally assisted) performed in the covered area. If the contractor perforrns construction work in a
geographical area located outside of the covered area, it shal[ apply the goals esfahiished for such
geagraphica! area where ihe work is actaally performed. With regard to this second area, the confractor
also is subject to the goals for both its t'ederally invnlved and nonfederafiy involved cpnstruction.
The contractor's compIiance witl� the executive order and the regulations in 41 CFR Part 6fl-�1 shall be
based on its implemeniation of the Equal Opportunity Clanse, speciiic aff r¢�aative action obligations
required by the specificatians set forth �n 41 C�'R Part 60-4.3(a), and its efforts to meet the gnals
established far the geographical area where the contract resulting froir►a tk�is solic'station is ta be
performed. The hours of minority and %male employment and training musi be se�bstantialiy uniform
thraughaut the l�ngth of the contract, and in each trade, and ihe contractar shall make a gaod faiih effcsrt
to e�nplay minorities and r�omen e�enly an each of its Projects. The transfer vf minorify or female
employees or trainees from contractor to contracior or from project to project, %r the sole purpose af
meeting the contractor's gaals, shall be a violation nf the cantract, the executive order, and the
regalations in 41 CFR Part 60-4. Cam�liance wit3� the goals will be measured against ti�e total vvork
haurs performed.
3. The contractor shall prnvide written notification to the Director, OFCCP, within 10 woxking days af
award of any cvnstructinn subcontract in excess of $1Q,OOD at any tier far constrnct'ron work ur�der the
contract resulting from this solicitation. The noiificatian sha14 list the name, address, and telept�one
number oi the subcantractor; employee identi�cation number; estimated doflar amaunt af the
subwntracY; estimated startir�g and completioa dates of fhe subcontract; and the geagraphical area in
which the contraet is �o be performed.
4. As used in this notice and in the contract resulting from this solicitation, the "co�ered area" is Fort
Worth, Tarrant Cot�n[y, Texas.
(2/9l)
INSTRUCTIONS REGARDING CONTRACTOR'S lNSURANCE,
The follawiag pro�+ision or a simii3ar p rovisian sl�ail he inc�uded in ti�e Special Provisio�s and �n the Instructiaas to
Sidders for all pPoposed AIP project bidding dncumeuts:
Cantractor's Liabilit�• Iasurance Reauiremenis. Tlje bidder shall pYorride v+�ith t�e Propasal a Iist�ug ot both
automiobile and persnnaI liability insurance coverage curreatiy in force, alang with a capy of a CertiScate of
Ins�srauce as verifcation of that covetag� In additian, the bidder shali provide a statemeut of premium casi issued
by t�e agent or insurance carrier ior that co�er�ge.
In the even# tf�e Qwneer determines t�at the iow bidder's enverage iA fnrce is inadequate, ttxe Owner may x�equire
the 1ow bidder to procura additional coverage us aaxounts specified by #he Owner. The ¢ost of preminms for such
sdditionaI coveraga shall be paid by #�e Ov►'uer in the form of a reimbursenaeat under the co�track
In t�ie event the low hidder is una6le, after diligeut ePfort, ta pracure such additional coverage aa may 6e required
b}' the Owner, tbe Owner shall provyde such additional coverage, uaming the contractor a� insured or, at the option
af tf�e Owner, reduce the amaunt of additional caverage required or waive any requiremeat foP additioaal coverage.
Third Partv Caverage. In the event the biddi�ng doruments require the coutractor to name the coasultant andlor
the Uwuer as addit'ronal iasured, the bidder shaIl show the ptemium cost t'ar the additional insured in the Propasal
in the item for addltianal coverage. The amount shown 'sn #he bid item fnr additinnal premium cost shall be that
amnun# of additianal premium aba�e the premium for the coverage shown ia t6e Certiiicate of Iz�surance submitted
�rzth the bid. In tl�e eveut addfional ca�erage is requ�ired by t�e Qtivner, ihe additional premium cost %r third part7'
ca�'erage a6ove the amounts shov+'n in the Certiiicate ot Insurance shall i�e paid hy the dwner in the fprm of a
reimbtsrsemeat uader t4�e contraci.
���
�J
(?I9?J
���i��'���� ��Q����Q�r�
t .�
V4'AGE. LABQR, EEO, SAFETY AND GEI�ERAL REC�UIREli�IENTS
SECTTON A
(Federal Aviation Administration (FAA) RequiremenEs}
A-1 Airport and Airway Impro�ement Program Project.
The wark in this contract is included in Airport Irinprovement Praject No. 3-4$-U296-1G-01 whiclx is heing
undertaken and accomplished by Ehe Ciiv of Forf Worth. Texas (Sponsor) in aecordance wifh the terms and
conditiorts of a grant agreement between the Sponsor and the United States, under the Airport and Airway
Improvcment Act af 1982 {P.L. 97-24$) as arnended by tlie Airport and Airway Safety and Capacity Expansio❑
Act af 1987 (P.L. 100-2Z3) and Part 152 ok'the Federal Aviation Regulatians (14 C`FR Part 1S2), purs�ant to wl�ich
the United States has agreed to pay a certain percentage of khe casts under those Acts. Ti�e Unitec� States is not
a party to this contract and no reference in this contract to the FAA or any representative thereoi', or the URited
States, by t�e contract, makes the United States a party to this contract.
A-2 Consent to Assignment.
The contractor shall obtain the pr[or written co�sent of the Sponsor ta any proposed assign�neni o1' any interest
in or part of this contract.
A-3 Cor�vxct Labnr.
l�a convicE labor may be esnployed under Ehis contratt.
A-4 Veterans Preference.
In tbe employ�nent o[ labar (except in executive, administrative, and su�ervisory pos'rtions}, preTierence shall be
given to veterans of the Vi�tnam era and disabled �eterans as defined in Section S�S(c)(1) and (2} of ihe Act.
However, This pre%rence skall apQly 4n1� where t�e ind€viduals are available and qualified to per%rm the work
to whi�h the employment relaies.
A-5 Withhold�ng: 5ponsor irom Cantractnr.
Whether or not payments or advances ta the Citv of Fort Worth (5po�sor) are withheld or snspended by the
�AA, the Sponsor may r�vithhold or caus� to be witi�held from the contractor so much of the accrued payments
or advances as may be cansidered necessary to pay laborers and mechanics e�nployed by the contractor ar any
subcontractor on the work, the full amaunt of wages reyuired by fh�s contract.
A-6 Nvnp�yment of Wages. .
If the contractor or su5contractar fails to pay any laborer or mechanic ernployed or working on the site ntthe
work any of the wages required by this contract, the Citv nf Fort Worth (Sponsor) ma�, aFter written notice io
the contractor, take such action as may be neeessary to cause the susPension of any further payment or ad�ance
of funds u�til ihe vialations cease.
�zi�z�
A-i �"AA inspectian a�d revi�w.
The contractor shap allow any authorized representative of the FAA to inspect snd review any wark or materiais
used in the performance af this eontrac�
A-S Su�cnntracts.
The contractor sha11 insert in each of his subcontracts the prvvisions cantained in paragraphs A-1, A-3, A-4, A-S,
A-G, and A-7 requiring the subcontractnrs to include these provisians in any lower tier subcontracts whieh ihey
may enter into, together with a clause req�iring this insertion in a�y further s�bcontracfis thaf may in turn be
made.
A-9 Coutract termination.
Any violation ar breacli af the terms oi this contract on tt�e part of the contractor or subcontractor may result
in the suspension ar termination of this contract or such other act�on which may be necessary to enfqrc� the rigi�is
qf the parties of this agreement. (a9 CFR Part 18).
A-10 Inspection of Records.
The contractar shall m.aiptain an acceptable cost accounting systetn. The Spansor, the RAA, and the ComptrolIer
General of the United States shall have access to any boaks, docuFnents, paper, and records of the cnntractor
which are dircctly pertinent to the specific contract %r the �urposes of maki�g an audit, examination, excerpts,
and transcriptians. The contractor shaCl maintain ali require8 records for thrce y�ars after the Sponsar makes
iina! payment and a!1 other pendi�g matters are closed. (a9 CF'R Part 18).
A-II Rights tn rnventions,
Ali rights to inventions and materials generated nnder this contract are sub�ect to regulations issued by the FAA
and the Spor�sor of tf�� �'edera[ grant under which this contract is executed. Information regarding these rights
is avaiia6ie from the FAA and the Spo�sor. {49 CFR Part 18).
A-12 Generai Ci�il Rights Pro�isio�ns.
The contracto�- assures that it will comply with pertinent statukes, �xeeutive ordera and such rules as are
grom�igated to assure that no person shaii, on the gro�nds of race, creed, colnr, naiional origin, sex, age, or
handicap be excluded [rom participatin� in any activity conducfed with or benefiting from Federal assistance.
This pravision binds the cantractor from the bid solicitation period through the caznpletion of the contract.
(Sectiop 520, Airport and Airway Improvement Act of ]982).
(2/92)
��f
SECTTON S
DAVIS-BA C UN A CT REQUIREMENTS
(�9 C�R P�RT S)
B-I Minimum Wages.
(a} All labarers xad mechani� et�plpyed or worltisxg upoq ibe site af t$e work wiil be paid u,uconditiaaall?
and nof less of#en than o�ce a week, and without s�6sequent dedurtio� o�e re�ate on any acco�ut (ezcept such
paym� deductians a� are permitisd 6y the Secretary nf I,abor under fhe Cope[atid Art {29 CFR Part 3)), tbe full
annount of �ragea a�d bona fide fringe 6enefita (or cash equivaleat the�rea� due at tisne of payment computed at
rates not les� than thoae cantained iu the wage determinatian of the $eeretary of Labpr which ia attacl�eri bere#n
and made a part hereot, �egardless of any contractual xe�ationsh.s'p which may be alleged to esist bstween the
contraetor and such laborers and mechanics. Contributioas r�uade ar eosts t�easonabiy anticipated for boua Tide
iringe henefits undee seetion 1(b)(2) vf ihe Davis-Bacoa Act on belaalf of laborers or mechanics are considered
wages paid to labores� a� meehaaits, subject to the provisions of parageaQh (B-1)(d} of ti�is sectiou; also, regular
contt�butioas made or costs incurred i'ar more thate a weekly period (laut not less often tl�an quarterly) under pIatss,
tunds, or pragrams wf�ich cbver fhe particular weekly period, are deemed to be constructi�ely made or incurred
during auch weekly geriod. Suc$ laborers asad mechanics sha�l be paid ihe agpropriate wage rate ani3 frirsge
benef"tts on the v�age de#ermitxation far the class�catin� of work acEually perfarmed, wiihout regard to skill, except
a� provided m 29 CFR Part 5.�(a)(43. I,aborers or mechanics performing work in more than oae clsss�icatiou may
be couapensated at #4�e tafe sperit"�ed fo� each classification for the time actualIy warked fisere'sis: Provided, T1nat
the employer's payrol� records accura,tely set �`orth tlae time speut in each classifieatian in which work is performed.
The wage �eterminatian (includin� any additional ciassiiication aad wage rates conformed under (B-1)(b} of this
section} and the Davis-Bacon posier (WH I321) shali hc posted at all times by the caafractnr and its subcanfracfors
at tk�e site of the work in a promiueut and aceessible place where it caa eas�y be seeu by the workers.
{b} (1) The cnntraciing nfficer s�all req�ire that any class oi laborers o� mecha.nic� �cvhich is naE iisted
in fhe �►�age determiaation and whicl� is to be employed under the coatract shall be classii3ed in
canformance witb the wage determinatian. The contracting officer shall approve an additiotial
eiassification and wage rate and frivage benefits therefore only �vhen the %llowing critecia have
been met:
(i) Tbe woPk to be pert'ormed by #he class�catiort reqnested is nat
�erformed by a cla9siticatioQ in the wage determinations; and
f..
�
�
(ii) The classificatiob is atilized in the area by i#�e co�struc#ioo
•indust�y; and
{ui) Tbe praposed wage rate, iacluding any bona �ide fringe benefits,
bears a�easonable r elaiioash,ip to the r►�age rates coutained in ihe wage
rietermipation.
(2) If' the coutractor and the laborers and mechanics ta he employed in the ciass�cation {if
kz�owu), or their repre�entatives, and the coutracting o�cer agree on tbe ciassification aad w�age
pate (iaciudEug the amount designated fo� frin�e heneiits v��here appropriate}, a report of #he
aciian takea shali be sent by ti�e confracting officer to the AdmiaisfraEor af the Wage and Haurr
Divisiaa, Employment Sta�dards Adwinistr�tiop, Li.S. Departmeut af Laba�, W�s}siagtoa, D.C.
�?�')
Z421U. The Administratar, or an a�ti�orized representative, wiil apprave, modify, or disapprove
ever�• additionaI c�assfficatian attion wifhia 30 days of receipt and so advise the contracting officer
or �+�ill notify tb�e cont�actiag officer within the 30-day period that additivnai time is necessary.
(Approved by the �fiice of 11�Iauagement and �udget under aMB Control Nuznher 1115-0X44}.
(3) In the eveut t�e contractor, #!Ze laborers or mechanics to be employed 'un #he c�assificatioR oe
t�ei� �eptrse�tafives and the coatractiug afficer da not agree on the proposed classifcation and
R�age rrate (including t�e amouat designated far friage benefits w�bePe appropriate), rthe
contracting offieer ahau rrefer t�e questions, including the v�ews of all interested parties aad #be
recommendation o� tbe �ontracting afficer, to the Admiaistratoe for determitsatioo. The
Adnninis#ratar, or am autharized represeatative, will issc�e a determ�ation witl�in 30 days of
receipt and so advise the cnntracting of�icer or will notify the coetracting nf�ices rizthi� the 30-day
period that addit'taas� time is necessary. (Approve$ 6y the O�ce of Management anid �udget
undcr OMB CoatroI Number 1215�-0140).
(4) 'i'he wage rate (includio,g fringe bene�ts w}�ere apprupri�te} determi.Aed p�trsuant ta
snbparagraphs (B-I){b}{Z} or (3) of this para�raph, shail he paid to aIl workers perfotmiug work
in the class�catio� under thia contract fro�.nt the first day on which work is.performed in tk�e
¢lassiiication.
(c) Whenever the minimum wage rate prescribed in the contract for a ciass of laboters or mec�anics
inclndes a fringe benefit whicl� is aot expressed as atx haurly rate, the contractor shall either pay the beneft as
state� in the wage determinafioa or shall pay another bana fide fringe benefit or am hourly cash equivale�t ihereof.
(d) �f the cantraetor does qot make paymeuts to a trustee or aiher third person, the contractoP may
consider as part of the wages of any la�iocer ar mechanic the amount of aay.costs reasonably anticipated in
ptn�•icfing bona fide fringe bene�ts undet� a plan or program, Provided, Tt�at the 5eeretary af Labor k�as foaad,
upon the writteu requeat of the contractor, that the appfica6le standards of the Davis-Bacon Act hava besn me�
The Secretary ot Labor may require the ct�ntractor to set aside in a separate account asset� far the oaeeting of
abGgation� under t�e plat� or program. (Appro�ved 6r t6e Office af Managemeai and Budget uader OMB Contrnl
Number 1Z15-0144}. .
B-� Withhalding. �
The Federal A�'iation Ac�ministration or the Spa�usoe shalI upon its orwn action or upon written request of an
authorited representafit�•e of the Departm,eut of Labor witb�t�nid or� cause to be withheld from #he contractor under
this contract or aay vther Federal contract with the same prime contracto�-, or any othep �'esierat�y-assisted contract
subje,�t fo David-$acon prevailing wage requirements, which is held by the same przme contractop, sa much of the
accrued payments or adv$nces xs u:ay be ca�sidered neces�ary fA pay kaborer9 and mechanics, includimg
apprentices, trajnees, and helpers, em�loyed by t�s contractoe op any subcantractor the full amount of wages
reguit�ed by the contt�aci. In the event oifailure tv pay ar�y labarec or mechanie, including any a�prentice, trainee,
or helper, emplo��ed or worlcin� on the site of work, aIl or paa-t nt' the wages requi�ed by the contract, the Federal
Aviation Adminis#ration may, after�+�rittea natiee to the cnnt�acior, sponsar, applicant, or ownerr, take such actian
as azay be necessary to cause the suspeusiom of any further payment, advanca, orr guarantee of iunds unti[ sucf�
�io�ationa have ceased.
B-3 Payrol}s and basic records.
(a) Payrnlfs aud basic records re�ating thereio shall be maintai,ned by the con#�actor during ibe cuus^se of
t�e work and p�served for a periad af th�ee year� thereafker far sll iaborety and mec�anica warking at the site oi
the �•ark Such teeords s�all contaia the �same, address, and social securiiy number ot eaci� sach worket, his or he:r
(�?)
3
carrect ctass�icai�on, houriy rates af��ages paid (includin�g rates nf cvatri�utions or casts an#icipated far bona #ide
friage benefits or cash eq�ivaieafs thereof af the types described � 1{6)(2)(B} oF the Davis-Bacon Act), ciaily and
weekly number of hours warked, aeductioas made and actual wages paia. Wheaever tbe Secsetary of Labor �as
found nnder 29 CFR 5.5(a)(1)(iv) il�af the wagss of any jaborer or mec�anic itulude the amaunt of any eosts
Yeasonably anticipated in providing benefits under a plan or program descrihed in section 1(6)(�)(B) of the
Davis-Bacan Aci, the tamt�actnr shall maintain �ecords which s�ow that the commitmeat to pro�ide such benefita
is enforceable, tt�at t�e plan or prngPam is financsalfy responsible, and ihat the �lan �r program has been
comm�tnicated in �vriting to the laborers o� mechaaica afl`ected, and records wf�ich s�ow the cosis antici�ated oe
the actual aosts incurred ia pror*idi�g saci� benefits. Contractors empio�ittg rappreIItices or trainees under approved
programs shall maintain wr'rtten ehdence oCthe registratioa oTapprenticeship programs a.nd certitication af traines
prvgrams, the registPation of the apprentices and trai�aees, and the ratios aad wagc rate� prescribed in tha
applicable programs. (�9 C�R S.5(a)(3)(i} (A,pproved 6y the OfFice of Management and Budget undeP OMB
Controi Numbers 1215-t! 1�0 a�ud 12I5-0417).
{b) (1) The contractor shall sub�it weekIy, for each week ia wf�icit any cantract wark is per%rmed, a cnpy
nt atI payrolJs to the applicant, aponsor, or owuer, as the case may be, for lransuYission to the Federx! Aviation
AdmiQistr�n. T1ae,qayroiL� submitted shall set out acruxately and completely all of #he information required to
he mai�ntained under paragraph SS(a}(3)(i) ahove. This information �ay be submitted in a�y form desired.
Optional Form WH-3=�7 i� a�•aila�le for this p�rpase aud may 6E purcbased from tE►e Supc�rinteudent of Dacumeuts
(Federal St�kNum6�r QZ9-0QS-00014-1), U.S. Gaverament Printing Office, Washiaagton, D.C.20402. The prime
contractor is respoQsihie for the submission of capies of payralls by all subcantractors. (Ap�roved by the Office
of MaBagement and Budget under aMB Contro[ Number 1215-01�9}.
(2) �ach pa}•ral! suhmitted shaU be accompanier� by a"Statenaent of Cotnpiiaace," signed by the
eontractnr' os subcontractor ar his or ber agent who pays or supervisea fhe payment of the persons
emplo3�ed under the contraci aad shaA certify the foliowing: �
(i} That tbe payroll for the payro�l period contains the iniormation required ta
be mafntained under paragraph S-3 (a} abo�e and that sucf� in%rmatian is
correct and co�nplete;
(ii) That each laborer amd mechanic (including each helpee, appreutice and
trainee) employed on the coutract dut3ng the pa? roll period has beea gaid t5e -
fuil weekly wages earned, ryithout rehate, either directly or ioditect�}�; and #hat
no deductiona have been made either directly or indirectly from tl�e fu[L wages
earned, ather than permissibie deductions as set Torth ia AeguiatioQs �9 CFR
Part 3;
� ('ui) Tt�af eac� laborer or mechansc has been paid uat less than the applicahie
wag� rates and fringe benefits op eash equi�•ateuts for the classifica�tion of work
- performed, a9 spec�ied in the appGcabje wage determinatioa incorpQrated intp
i the caatracL
(3) The weekiy sabmission of a properly esecuted cerk�caiion set fort5 on t6e reverse side af Optional
�'orm WH-34i shaIl satisfy the requirement for suirmission of the "5tatemcat of Compliance" requi�ed
by �arag�-aph $-3 (b)(2) of tlsis see#fton.
(4} The fa�sif'icafioa of aay af the above certifications may subjeci tF�e coatracior ar subcoQtractor #o civil
or criminal prasecut'son unde� Seetiou 1Dal. af Titie I8 aad Section �3], of Title 31 of ihe United States
Code. -
(Z/91)
�
(c) The conttactor or subcontractor si�ali make t�e necvrds required qnder paragraph B-3 (a) of this
section avaiiable for iuspection, tc>pyi�ng or transcription hy authorized represeatatives of the Sponsor, tfie FecieraI
Aviation Admfnistrdfion or #he Department of Labor, and shall permit suc� represeatatives ta interview etuployees
during warTdng hours om the ja6. If the contractor or subcoatractnr fails to subnait the required recnrds or ta make
them available, t1�e 1�`�deral agency may, after writtea ztatfce to 1��e cnn#tactor,.sponsoe, applicant or ownef, take
sneh aetion as may be necessary #o cause t�e suspension a{ any further payment, advance, or guatautee of funds.
Furthermore, failure to submut the rec�uired records upon request or to maite suei� recards avaiiable may be
grounds for deharment actioa pursuant to Z9 C�'R 5.12.
B-4 Apprenticas aad Trainees.
(a) Apprentices. Appren#ices will be permit#ed ta wnrk at less than the predetermined rate 3'ar the work
they pet�'ormad wlaen they Rre emplayed pursuant to aud individually tegestered in a bona tide apprenticeship
program registered with t�e U.S. Department af La6ar, Empioyment and Traitting Administration, Bureau af
Appreuticeship and Tpaining, o� with a State Appreuticeship Agency recognized by the Buresu, or if` a peraon is
emplaysd in his or hee �rst 90 days of probafianary employment as an apprcntice in auch an appeenticesttip
program, w�o is not individttally registeted in tk�e pro�ram, but who has beea cert�ed by the Bureav of
Apprentic�ship and Traiu�ng or a 5iate Apprenticeship Ageacy {where appropriate) to be eii�ible foP probationary
emgloyment as an sppreatice. The allowable ratio of apprentices to journeymen ou the jab sYte iaa any craft
classifiration shall uot be greater than the ratio petm'ttted to the contractor as to the entire woric #arce uader the
registered program. Any'worlter listed an a payroII at an apprentice rvage rate, who is not tegis#ered or otherwise
em�ioyed as stated ahove, shall be paid not leas tfian the applicable wage rate nn the wage deieruzination for tbe
classzfication of work actuaIly performed. In add�tion, any apprentice perfarming work on the job site in exeess of
tbe ratio permitted uz�der the re�isterad program s�all be paid not less thau ihe appGeable wage rate on the wage
detetmirzatiou foe tl�e work actuatly per%cmed. Where a contraetar is performing ennskrsjction on a project in a
lacality other tlzan that iu whici� its program is registered, the ratios and wage ra#es (erpressed iu percantages of
i6e jaurneyman's houriy rate) spec�"ied in the enntractor's or subeontracior's registered program shall be observed.
E��ery apprentice must be paid at not less than ihe rate specidied in t�e registered progratm for the apprentice's level
aiprogress, eapressed as a percentage of the joarne}'men houriy rate specrtied in the applica6le wage determinatioa.
Appreutices sha� be paid fringe beue�ts in accordance with tl�e provisians otthe apprehticeship program. If the
appreflticesfup program does not specify fringe benefjts, apprentices must be paid the full amnunt af fringe bene�ts
listed on the wage dete,rmination for the apglicable classification. Tf the Adm'r,nistra#oc determines tha# a different
practicc prevails for the applicable appreniice classification, fringes shaU be paid in aceordance wit� that
defermination, IE► the event the $ureau of Apprerzticeship and Traimi.ag, ar a Staie Apprentireship Agency
recognized by the Bureau, withdraws apprnval oT an apprenticeship program, the contractor will no longer be
permitted ta utiIae apprenticas af iess than the app�icable predetermined rate for the work �erformed until an
acceptable program is apprn�ed. .
(�) Traiaees. ��cegt as provided im 29 CFR 5.16, trainees wiIl not be permitted ta work ai less than the
predetermined raie farr the vvark performed.uniess il�ey_are employ�d.pursuant #a and i�ndYvidually registered in
a ptogram wtzich has received prior approval, evidenced b� formal cexti,t"icatioa by theil.S. Department af Labar,
Ernpioyment and Traiming Administrafion. T'he �atio af trainees to jou�rneynuea on the job si#e shall not be greater
than permitted �nder� the plan appcoved by the Ett�ployment at�d Training Adnaimistra#ion. Every traiuee must
be paid at z�ot less than the rate specified in #he approved prograin for the trainee"s levei af p�ogres�, eapressed as
a percentage of the journeyman haurly rate specified i� the applicable �vage determinatia�n. Traine�s shail be paid
frin�e bemef�fs in accordamce �rzth the pravisi�ons ot the trainee program. If the trainee grogram dnes not meation
fringe benefrts, traiaees shalI be paid the fuII amouni of fringe benefit9 listed nn the wage detertuix►ation unjess the
Administratne nf the Wage aiad Hour Divisian determ,ines that therre is an apprentices�ip peogram aasociated vvith
the correspondiug jouraeymau wage rate on the wage determination which provides foe less than f��l friage benefits
for appren'ticea. Any e�ployee listed on the payro�l at a trainea rate who is aot regisiered and participating iu a
tz•sining plan ap�ro��ed by the Emplayme�t and Training Adminis#ration shall be paid not less than the appIica6le
<?�?J
K�age rate o� the wage determination for t�e classificaiion of woric actual�y perfor�ns�d. � In add�tioxt, auy trainee
psrforr��ing wurk on tl�e jo6 site iu eacess af tfie ratio permitted under the regisiered progPam. shaII be paid not less
thaz� the applicabie wage rate on the �+age deter�oainAtion for the work actually perfarmed. In ffie eve�t the
Em�[oyment and Traiaing Administration withdraws approval uf a traiaiag Qro�eam, the contrartor ws� no Ioagerr
he permitted fo ntilize trainees at kss tfsan the apglieable predetermined xate for the wor�c performed unti3 an
acceptable p�-ogram is app�nved '
(c) Equal Emp�aymenf Oppoirkunity. The ntilization o#' apprentices, trainees asYd journeymem uader this
pa�-t shail be ini canfot�mity wit1� the equal. employment opportunity reg�sirements oi Execuiive Orcier 11246, as
ameaded, and 29 CFR Part 30.
B-S Compliance With Copeland Act Requirerneats. - _ . ,
The contractor shall compiy wit5 the requireme�ts af 29 CFR Part 3, which are incorporated by tefereuce in t)xis
conEract�
B-b Subcontracts.
Tk�e cantracfor ar a�bcentraetor shal� insert in a�y subcontract9 the clause9 contaiued ira 29 CFR Part 5.5(a)(I)
through (10) and such other clauses a� ihe �erieral Aviation Adminis#ration may by appropriate instructions
req�ire, and also a clause rec�uiring the subcontraetors to uac3ude these clauses in aby lawer tier suhcontract5, T�e
prime caatractor s�all be respansible for the compliance by a�y subeontractor or lvwer tier subeoatractor with a�l
the coa#ract clauses in �9 Ck'R Part 5,5.
B-i Compliance Wrth Da:vis-Bacon and Relatetl Aet Requirements.
Al] ruliugs a�d s�tetpretation� of the Davis-Bacnn and Related Acts contained iia 29 CFR Parts I, 3, aur� 5 are
herein incorporated by referenca in this contracL
B-S Disputes Concer�ning Laboe Standards.
Disputes arising out of t�a labor standards provisions of tl�is coutract shaIi aot be suhjecf co the general disputes
clause of this coatrac� Suc� disputes sha�l be resotved in acaordance rr�itk the procedures af the Department of
Labor set %rth us 29 CFR Parts 5, 6 and 7. Disputes tvithin�the meanirsg o{ this ciause include disputes between
tl�e contractar (or any of ita subcnntractors) and the contracting agency, the U.S. Departmemt nf Lahor, or the
emploY�es or their represe�tatives.
S-9 Certifieation af Eiigibility. .
(a) By enterin�g into this rnniract, the coatractar certi:fies that nei#her it (nar he or she) nor a�y person or
firm who has ati iratet,est in the cantractar's frm is a person or frm i�aeligible to be awarded Government cnntracts
by virtue o� seetion 3(a) of the Davis-Baco�a Act or 29 CFR 5.12(a)(1).
(b) No part of this contract shall be subcan#racted to at:y person or �rm ineligible for award of a
Go�ernmeut contract by virtue of sectiou 3(a} af the DaYis-Bacoa Act or 24 CFR 5.12(a)(1}.
(c) The genalty for makiug false statements �s prescribcd i�n the Q.5. Crimin�al Code; I8 U.S.C.'IOUI.
B-1D Contract Terminafivn: Deba�meai.
(y192j
' . 6
A breach of t�e cantract tlaases in paragraph B-1 t�rough B-9 of this section anci paragraQhs C-1 through C-5 of
5ection C may be grounds for terminatian o� the canfrart, and for t�e de�arment as a co�tractor amd a
subcontracio� as provided in Z� C� 5.1Z.
�
i
(�/9?}
�
SECTION C
CONTRACT WORKHOT?RS ANb 5AFETY
STANDARDS ACT REQiiiRENiENTS
{29 CFR P�RT 5)
- C-1 Overtime Requiremeats.
No cuntracior or subcontractor contraciiu,g Yor any part oi the coutract work wF�ich may require or involve the
employoaeat of laborera or m�echanks sha�l reqnire ar perm�it any suc� laborer ar mec�anic, inci�ding watchmea
aad guards, in any workw+eQlc in which he ae she is empioyed on suct� work to rvork irx e=cess of forty hours in suci�
w�or4nveels unless such laborer or mechanic t+ac�'tves compeusatioa at a ra#e nat less than one and one-�aalf times the
basic rate of pay for all hours w�rked in�escess of farty Ixaurs in such warkweek. ,
C-2 V'solatiom; Lia6ifity Yor Unpaid Wages; Liq�sidaied Damages. � �..
In tbe event of any viajation of the clause set forth in paragraph C-1 a6a�e, the eantracior or any suhcontractor
respnnsible therei'or gisaIl be Gable for the un�aid wages. Ia addition, suc}s contract�rr and subcontractor shall be
lia.ble to the United States ('va the case af work done unde� coniract for tbe DisEriet of Columbia ar a terrstory, to
such D�strict or ta such tcrritory), far liquidated daruage�. Such liquidated damages s�aIl be cotuPuted ►vit� respsct
to eacls individ�tal labarer or mechaaic, including watchmen and guards, empinyed in viojafion oi the clause set
fortb in paragraph C-1 abave, in the �urn nf $10 for eaeh ealeudar day on which such indi�idual was required ar
permitted to work iin esces� of the standard wbrltweek of forty hours without payment of the o�ertime wages
req�ired by the clause set forCh in paragraph C-1 abave.
C-3 Withho[ding for Umpaid Wages and Liquidated Damages.
The Fecieral A�•iafion Administraiion or the Sponsor shall upon its own actioa or upon written request of an
authnrized repre4entain�e of the Departmettt of Labor withhold ar cause to be v►nthheid, from atty monies paynble
on accouut of work periarmed by the coniractor or su6contractor uncler any such coatract ox any other Fetieral
contr$ct with ihe same prime contractur, or aay o#her Federally-assisted contract subject to the Contract VVork
Hours and Safety 5tandards Act, vrhich is held by the same prime coatractor, such sums as may be cietermined to
be aece9sary to satis�'y any �iahilities af such contractar or su�contrsctor for uapuid wages and liquiriated damages
a� pro�ided in fhe ciause sef forfh in paragraph C-2 ahove.
C-� 5etbcnairactors.
'The �contractor or subcontraetor shall insert im any subcontracfs th�e clattses set farth in paragraphs Gl throug�
Ca and also a clause requiring tife subcontractar to include these ciauses in atty lower tier sut�confracts. The p rime
cantrac#or s6ali be respaasible Tor eonapliance 6y any suhcontractor ae lower tier subcantractor wifh tlae cl:tuses
set forth ia paragra�rbs C-1 t,�rough C-4. �
C-S Working Cond[tiaus.
No cnntractor or su6contractor� may reqtiirie any laborer or rnechanic empio3 ed in the per�'orasance oi any cuntract
ta r�ork in 9urYoundinga or vndep woricing condifians that aPe �nsanitar�, hazardoas oe dan�eroua to his heal#h
or safety a.e determined uuder co�astruction safety anc! heaith stauclards (Z9 CFR Part 1926} issued by tt�e
Dep�rtment of Laboe.
{3/9?)
_� u
�
SECTI4N D
EQUAL ENiPLDYMENT OPPORTUNZTy
(a1 CFR PART 64-1.4(b))
During ihe perfnrmance of this contract, the cflniractor agrees as foIlaws:
D-1 The wntractor will not discriminate agai�nst any emp�oyee or applicant for e�ploymeuf because
of race, coior, religian, aex, or natianal origin. The eoa#ractor w;ll take a#i'Yrmati�e actian tn
ensure that apQlicants are employed, and ffsat employees are tteated during employment without
ragard to thair race, color, reiigion, sez, ar natioaai origin, Suc� action shaIl intlude, but not be
iitnited to tfie fo�lowing: . •
Employment, upgr�d'uig, demofion, or tranafer; tect-uitmeat or recruitmea# advertssing;
layoff or termivation; rate� oi' pay or other lorius of compensatioa; and �eiertioa for
training, isxcluding apprenticeship. The contractor agrees to past in conspicuous places,
ava�tabie to e�playees and applicants far employment, naticas to be pro�ided setting
fortb the prnvisia�as nf this naQdiscrim,inatian clattse.
D-2 The contractorwill, in aiI so�icifatians or advertisements for ea�playees ptaced �ay or on behalf of
tl�e contractoe, state tha# all. qualified apgGcatfts will receive� cous�derations fot` e�nplaytneut
withaut regard io race, eolor, religion, sez, or national arigin. �
D-3 The coutracfar wiil send to eacl� �abor unioa or representatfve o#'�►workers wifh'whic� he has a
callective ba,rgai�ing agreeroent or ather cantract oc uadetstanding, a natice to be proYiderl
advising the said labar uniot� or workers' representatives of ihe cantractor's comrx�iYments under
tlzis section, and shaII pos# copies o£t}ze notice in conspicuous places available to employess and
applica.ats for employmen�
D� The contractor a�ill comply with al! grovisians o�' ��ecutir�e Order 11246 of Sepiem6er �4,1965,
as amended, and of the rules, regs�lafivns, aad reievanf orders of the Secretary oC Labor.
D-S The cnntractor v��ill furuish all infarmation and reports required by Eaecntive Urder I1245 0#
September �A,19b5, �nd by ruies, regula#ions, and aYdes�s ot the 5ecretary oi Labor, or pursusut
t�ereta, and will permit access to his boaks, records, and accounts by the administering agenc}'
and the 5�cretary of Labor for puPposes of investigation to ascertain conupl�ance with such rul�s,
reg�iations, and orders.
D-6 Ta the event of the coniractor's noncua�plisuce with the nondiscrimiriatian clauae� of tbis cantract
ur n'1"tfi aay of the said t�t]es, regalations, or orders, this cout�act may be canceled, tarmi,aated or
suspended in R•hale ar in part an� the coniractor asay be declared ineligible for further
Gm�ernment co�tracts or federally assisted ennstrructiou contracts in aceordance wit4� procedure
authorized in Eaecutive,Or3er 112$6 of September 24, 1965, and suc� othe�' sanctions may be
imposed and remedies isivoked as pro�ided in Eaecu;ive Order ],1246 oi 5eptem6er 24, i965, o�
by ru1e, rregulation, or order of the Secretary of Labor, oe a� ntber�vise peovided by iaw.
(?/9�J
Z
D-7 The conttackorwill iaciude tt�e portion af the seutence imrnediately precedimg pat�agraph U-1 and
tke provisions af paragraphs b-I througl� D-i in every subcontract or purchase order unless
exempted by r�es, regulatious, or orders ef#he 5ecretar�� of Labor issued pursuaut to sectiaa 2d4
of Executive �rde� 11�46 of September 2�, 1965, so that snch pravisians wiIl be binding �pon
each subcontpactor or ves�d�r. The cuatractoP will talce sucb action with respect to any
subcnnt�act or purcfiase order a� the administering agency may direct as a means uf enforcing
such provision,�iniclnding sanctions �or noncompliaace: Pravided, however, that ia the event a
cflntractor becomes invol�ed in, or is threatened wi�th, iitigatian with a subcaatractor ar vendor
�s a r�su2t of sue� direcYion by the administeriag agency the eontractnr may reguest the United
States t.o enter into such iitigation to prntect the iaterests of the Uxtited 5tates. "
(�9�)
1�
SECTION E
CLEAl�i AIR AND WATEK POLLUTION C4NTROL REQIIIIZEMENTS
E-1 Any other provision herein ta the con#rary natwitlastanding, the coutFactor int carrying aut work under
fldis contracf, shall at aji times co�pply with a![ a�plitable s#ate and %deral air and water quatity standards;
with all po�ution co�trol laws; and with such rules, Xegulatioas, and directives as may be lawfully issued
by a lo�al, state, or federal ag�ncy having wifhin i#s 3urisdic#ion ihe pratection of the enviranment in the
area surrounding where work under this eontract will be perfnrmed. Ia addition, tlne cantractor shall
comply witb directives given by the ProjecE Engineer in im�lemeatation of the letter and intent of �'AA
Advisory Circular ISQ/53%0-10, Ytem P-IS6, Teinpflrary Air and Water Poliution, Sail Erosion and
Si�tatioa CantroL Copies of this Advisory Circular can 6e obtained from Department of Transportation,
Distributyan Unit, TAD�8�.3, Washington, D.C. 20590,
�-2 �ontcactors and subcontractors agree:
a. That aey facility to be used in the periarmance of th� caatract or subcoutract or to beneTit
frvm the con#ract is not listed oa ihe Environmentai Prn#Qctiau �gency (EPA) List oi Violati,n�
FaciIities;
6. To rnmpiy with aIl the requirements nf Section 114 of the Clean Air Act, as amended, 42 i7.9.C.
1857 et seq. and Section 308 of the Federal Water Poilution Controi Act, as ameAded, 33 U.5.C.
1?51 et seq. reiating to inspection, manitoring, entry, re�orts, aad iufarmation, as well as au o#her
requirements spec�ed 'sa Section I14 and Sectio� 308 of ihs Acts,rrespectively, aad all other
regulatiax�s and guidelines issued thereunder;
c That, a9 a conditian for the award ot'this cnntrac#, tk�e contractot or su6contracfor wi11 notil'3•
tF�e awarding affiicial af the receipt of any �ommunication fram the �,PA �ndicsting ihat a facility
tv be used far the performance ot or benefit from the cuntract is under consideration to be lis#ed
oa t�e EPA Li9t of Violating FaciJ.iiies;
d. To inciude or cause to be imclrsded iu any cons#ructia�z contrsct or subcontract r►�hici� ereeeds
$100,400 the aforementioned cri#eria and raquirements.
(3/9?J
SECT`I�N F
STAND�iRD �'+EDERAL EQUAL EMPLOYMENT ppgpRTUN�J,-y CDNSTRUCTION
CONTRACT SPECI�'ICATIONS
(4Y CFR 60�.3)
1. As used ia t$ese specifcations:
a. "Covered seea" means the geographicaZ area described irt #he soliritation fro�oa w�ich tfiis
contract resutted;
b. "Dit�ector" meaas Director, Office of �edaral Coutract Cotnpliance Programs (OFCCP), IT.S.
Department af Labt�r, or any person to wham tfie Director delegatea a�sthority;
c. "Employer idenEificatio�n number" meana the Federai soc'sal security aamber used on the
E�player'a Quarteriy �"ederal Taz Return, II.S. Treasury Department Farba 9�1;
d. "Minorit� T' inc[udes: �
{1) Blaci� {al[} persons having origins in any of t�a Black African �acia! groups mot atHispanic
orig�);
(�} klispanic {all peisans of Mezicau, Puerto Aican, Cuban, Ceutral or Sonth American, oP other
Sga.�sish cutture or origin regardless of race);
(3) Asian and Pac�c �s�ander (atl persans �aviag origins in any oCthe original peoples af t�e Far
Easf, Southeast Asia, the Iadian 5ubcontiae�t, or the Pac�c Islands); and
(�) American Inclian or Alaskau native (aIl persons having ori�i.ns in any of the originai peogles
ot' Narth A�neriea and maintaining idefltiiiable ttihal afF'iliations thtough membersf�ip and
participatina or cammunitJ ideufification).
1. Wbene�er the contractor, or any subconttactar at any tier, su6cantracts a pottion of the work in�olving aby
cU�atruCtiOn tYade, it shall physicalfy i�eiude itz each subcontract in e,cess of S1D,Q40 the provisians oF these
spec'�ications and the Notice a�}�ic� contaias fbe applitable goals far minority and female pariicipatian and tirhich
is set forth ia ihe sviicitatio�ts fpam wiuch th�s contract resu�ted. �
3. If the contractor is pa�rticipatiu� (pursuant to al CFR 60-�.5) in a Homeiown �']au appro�ed by the '[.i.S.
nepartment of Labor in ihe covered area eiti►er individually or tfirough an association, its affira�ative actian
o�ifgations ot� ail wor�k im the Plan area (includiag gosis and timeta6lea} shalS be us accardanee witi� t�at Plan for
ihase irades wt�ieh hxve unions participatiug in ihe Plan. _ Contiraetors shali be able t0 .dema�8ti'�te theiP
pa�ticipaiio� in and complianc�e with the pravisinns of any snel� Hometnwn Pian. Each eontracto� or subcoutractar
pa�ticipaf.ing in an approved p�an is individually required ta comply with its obl�gatioas und�r the E�O clause and
to ma4ce a gv�od faith effart to aclueve each �oa� tsnder the P1an in ea�b trade in w�ich it has employees. The overail
gond faith performance by other rnakractors or subcnutraetors toward a gaal in an appraved Plan doe� not ezcusa
any ca�ered contractor's oe subcontracio�'s faII�re to take good faith eSorts to achieve t}�e Flan gaals and
timetab[es.
�. The r.�niractor 9haIl imp�emest thc s�cc�c �rmative ac#ion s#andarr�s proF�ided in pa�agraphs ia through
7p of t6ege specif'icatinns, Tbe goals se# farth in the solicitation from w�icb tliss cvmtract resulte.d a�e ezpressed as
(3/92j
per�entages of the total haurs of employa�,ant and trainiag of minority anc� female utilizatian the contractor should
Peasonably be able ta achieve ia each construction trade in vr•hich it has emplayees iu the covered area Cnvered
construction contractors performing construction work in a gengraphicai area where they do not have a�'ederal
ar federalIy assiaied construciiou cogtract ahall apply the minarity aEnd femaje goals esta�lis�ec� for tbe
geograpIuca� area wf�ere tBe work is being perf'oru�,ed. Go�ls are publisi�ed periodicaIIy i�n t�e FederaI Register iiu
natiee form, and sueh aatices may be abtained from any Office of Federal Contract CompIiatue Programs of�ice
or from �ederal procurement contracfing officers. The eontractor ls e�pecfed tn make substantially uniform
progresa in meeting its goaLg in each cra#'t during the periad specifieri.
5. Neither the p�eav#sions of a.ny coliac#ive 6argaining agreesnent noe the failure by a union ►vith wkom tfie
contractor has a caI�ective bargaining agreemeni to reYer either tninorities or women shaIl excuse the coatracior's
obligations under #hese apec'rfica�ions, Eaecutive Order 11�46 ar t�e reg�Iations prvmuigated p�srsuant theretu.
6. In ardeX fox the nonwvrlcing training hours nf apprentices and trainees to 6e counted in meeti�dg the goaJs, such
apprentiae9 and trai�eea shall be empIayed by the contractar dnr�g ti�e training periad and the coutractor shalA
6ave made a eammitmeut ta etuploy the apprentices and trainees at #he cooapls#ian of their traiuning, sub,�act to the
availability of emplo�•ment apgortunities. Trainees sha1� be trait�ec� pursuan�t to tra"sning prograu�s agQroved by
the U.S. Department af La�vr.
y. The contrartor shal! iskE specific �rmative actions to ensure equal employment opportunity. The evaluativn
of the c�ntractor's �omplia.nce w�th these specifications shall be based upan its efforf to ac�iewe maainzu� results
from it9 actions. The coptracfor shaII docume�t these efforts fully and s�al� impjement affirmati�e action steps at
least as e=tensive as tbe follow�xg:
a. Ensure and maintain a working e��iroamemt free of harassment, intim�idation, and coercivn
at al� sife9, and ia alI facilities at tr�hich the cantractor's amployees are assigaed to wark. Th�
cantsactor, r��here possihle, wi11 assign two ar more wornep to eac� construction prvject, The
contractor shall spe�iticaily ensure that all foremen, superinteadents, and other onsiie sapervisory
personnei are aware of a�d carry out the confractor's obligatiaa ta maintaiu sucb� a woricing
environment,�ith sgec�ic attention to �ninority ar female iundividuals warking at such siies or irx
such faciliiie�. .
b. Establish and mai�tain a curreat �st of minority anci fearale recruftment sourcea, provide
written not'rfica#ion to m�ority aad #'emaie recruitment soarces and ta commnnity organiza#ians
when the contractor nr,�ts unions ha�e emplo�rneni opportnnities available, and maintain a
reco�rd of the or�a�izat�ons' respoasea. �
a Maintain a c�erent fi�e of the names, addresses, �nd telepha�ue n�mbers of each �minnrity and
female o#'� #he-street app�icant and minority ar female r�Ferral from a uniou, a recr�t�tment source,
or cammunit}� organ'rzataoa and af what action was taken R�th respect to eacts such individ�al.
Tf su�h i�dFvidual was sent to the union hiring haI� for referra] sud was not referred back to the
comEractor by the �ettion ar, if referred, not emplo�•ed by #he cantractoe, this sh�ll..be documented
in the file witb the Feason therefare along with ��hatevee additional actians the cantractor may
have taken.
d. PPovfde immediate writtea notification tn the Director w}�en #5e union or umions with w�ich
the eontractor �as a caIIective bar�ainiag a�reement has not referred to the contractor a
im%iaority pe�son or temale sent bp the contPaetor, ar whe,a the ca�ntracio� has other infor�uaiion
that the uniaa refeP�a� proc�s� ha9 inapeded t�e cuntractor's efforts to meet its obligations.
� Deveiop on-th��ob tr�iniug opgortumities andloe part'scipate in traiaing programs for the area
which espmssly incIude miuor�ties and women, inciuding up��rading programs �and appreaticeship
and t�aiaee progr�tns rejevaat ta the contractor's employment needs, especia�y tl�ase prog�ams
{?/9?I
i i
.r
I
3
funded or approveti by t�e Department af Labor. The contractor shall provide notice of these
programs ta the sources compiled under 7b above.
f. Disseminate the conts�actar's EEO poliry h.y �ro��iding notice of the po[icy to uainces and �'
trainiag progr.ims a�nEd requesting their caoperatioa ia assisting the cvntractor in meeting its �EO
oblegatioas; by iucluding it in any po3ic,� manua] and eall�c#ive bargainin� agrreemeut; by
publicizing zt in the cono,pany ne�vvsgaper, annuaj report, etc.; by specif c review of the policy wit�
aiZ uzanagement persannel and with ali miaority and female emplo}�ees at least once a year; and
by posting the campany EEO policy oa bulletin boards accessible to aIl emgla.ye�s at each 3ocation
vvi�ere cans#ruction wa�k is perforaned. - - _ ' � - • �
g. Reriew, at least annuaIty, the company's LE� paiicy and affiru�ative action ohligatio�as under
these specif'yca#ioas with al,l empZoyees havi.a� any responsibility for hirin�, assigament, layq$,
fermina#ian, or othes emplayuxent decisions iacluding s�etific reWiew of tlacse ifems with ansite
supervisory petsoune# such a supeti.ntendeats; geaer�.l foremen, e#a, grior to the in'rtiat�on ot'
canstivction work at any job sit� A written record shall be made aad maintained ident�ying the
rime and place nfthese meetings, peraona atteaditig, subject matter discussed, aad dispasitioa of
i�e subjec� matYer.
h. Disse�minaie t�ie tontraetor's �EID poIicy e�c#er�aIly by including ii in aay ad�ertising in the
newa media, specifically including naiu�ority and i'emala uewg .media, and providing written
notification to and discussing t�ae coatractor's EEO policy vrith other con#ractor�. and
subcontractors with whom the contractar does or anticipaies doing business.
i. Direct its recruitment effort9, both araI and wr'stteu, to munarity, female, aud eommunity
orgat�izatioas, ta sehaois �rit& minoirity and fera�e students; and io minoriiy and femaie
recruitmeut aud trainiug organi2atio�s serving the cantractor's recruitmetst area and
employmet�t needs. Not latcr than one moaih prior ta t3�e date for tb,e acceptance of app�icatioas
for apgcenticesbip or other trainimg by any recruitment sourca, the contractoP shall send writtea
noti#'icatioQ to orgaaizatioas, sueh as tlae above, descrihing the openings, screening procedure9,
,a�ad tests to be used in tl�e selectian proceas.
3. Enco�rage pxeseut m�inority and femaie employees ta recruit ather minority persons and
women and, where reasnnable provide afte� schofli, summer, and vacatiaa emp3oyment ta
minority and female you#h both on the site and in ati�er areas ot' a cnntractor's warldorce.
k Validate all tesks and other seiection requirements where there�fs an obligation to do sa under
a� c�xpa�c ba-�.
t. Conduct, at least annualiy, an inveutos�y an[!_evaluation at jeasf of atl minority and female
peisanne�, for ptnmotionaI ogportuni�aes and encaurage thesa empToyees to seek or #o pre�are for,
thrnag� appropriaie t�aining, etc., sueh oQportuni#ies.
m. Enaure that seaiarity practices, job ciassifcatinns, work a�ssigaments, aad ather petsonaei
gractices do not have a discriminatory effect by contutualIy mnnstnring a�l personnel and
employmeat related activities to ensure th�t the EEO policy and the contractor's obligaixons
under t6ese specifications� a:re being carried auL
n. Easure that a11 facili#�es and comQany activitiea are nonsegregated eTaept that separate or
singie user toiiet and necessary chaaging facilities sha�l be provided to assure privacy between
the sezes.
(?/g'�
o. Document and maintain a recnrd of all solicita�ions of affers far su6cQntracfs from minoritp
and fetasle construction contractors autt supp�iers, 3nc�uding circr�latiao of salicitatiaus to
uiimority aud femaie cantractor associations and other busiaess associatinns.
p. Couduct a rreview, at least annually, of a(I supervisor's adherence to aad performance under
#he contractor's EE4 pnucies aad affiratiative actiaa ahligations.
& Gontr$ctars ar,e encauraged ta participate irx voltsntary associations which assist in fulf�lliag one ar more of their
affirmative actioa obligativns (7a #hrough p). T&e efforfs ai a contxactor associatian, jaint cnntractor uniou,
contractor community, or other similaz groups of which tbe coatractnr is a wember and participa�atf may 1ae
asserted as fuZf"iiiing any one or more of its obligaiiou9 unde� 7a throug4� p aY tlnese spec�catioas prnvided-tha# t6e
cvntracfor activeiy participates in the group, makes every eftort to assure that the gmup has a pasitive impact on
the employment of aiimoritics and �omen in the indusiry, ensures that the coacrete benefit9 bf the program ate
reflected iw the contractor's m�nority and fems�le workforce participation, makes a good faith effort to meef its
indi�vidual goals and timetables, and can provide access fo documeafatiou which demanstrates the effectiveuess of
actians taken on behalf of the contractor. The obligafinm to comply, hawever, is the ¢o�trxctor's an� failure of such
a�roup to futiill aa ahligatian shall not be a defense for the contractor's nancompliance. � �
9. A single goal for minorities and a separate singie goal foe women have been established, The con#ractor,
bon�e�ver, is requised to provide equai amploymeut apportunity an8 to take �rmative action for all minority
groups, both usale and female, and all womea, bath minority ar�d nomminority. Consequently, if the partieuIar
group is emgloyed in a substantiaily disparate manner (fo�r ezampie, e�ea thaugi� the contractor has achie�ed its
gnaL9 forwomen generally,) the contracfor may he in violatian of the Eaecutive �rder if a spec�c minority group
af �vomen is underutiIIzed.
10. The ¢nntractor shafl not use tl�e goals and timetables nr �rmative action standards to discritninate against
any gerson bscause of race, calor, reiigian, sez, or national origin.
lI. '�'he eontractor shal! not enter into any subcontract �r�th any person or firm debarred from Gavernutent
eontracts pursuant to Executive Order 1124b,
12 The contraetor shaII ca�rry out snch sanctiona snd penalties for vioIation of these specificatians and of the Equal
Opportut�ity C3ause, �cludiag suspensioa, ter�aaination, aad canceilation of existing suiaco�tracts as may he
imposed or ordered pursuant fo �xecutive �rder I1246, as ameaded, and its i.arplementing regulation�, by #he
Office of �'ederai Coatract Comp,�ance Pragrams. Any contractor who faiis tn carry ouf such sanetions and
peualties shal! be i�t �ialation flf these apeciiicatioaa asd Eaecutivc arder 11�4b, as amended. �
13. The comtractor, in fu#iliing its ob�igations ander #hese spec�cations, shaU iuiplement speciiic affirmative action
steps, at le�st as ez#e�siva as those standards prescribed fw paragrapk 7 of these spec�cations, so as to achieve
uta.xiasum rresults from its eii'orts to ensure equai empioyment oppartunity. If'tbe contracforr faits to comply with
the requirements of th,e Ezecutive Order, ti�e inaplementing rega�ations, or these sPecificationa, the birecfor shall
prn�eed iu accordance �rith 41 CFR 60-4.8. .
1�. The cnatracior shsll designate a respansib[e ofCcia! #o manitot all employmeat reiated activity ta ensure that
the company EEO pol�c� is bsing carried aut, to submi# reports relati.�rg ia tba provisians hereoi as may �e requxred
b}' the Governmieat, and to iceep r�ecords, Recorcls shaI1 at least include for each empiayee, the name, ac�dress,
telephone nucnber, consirucfzon trade, naion af�iliation 9f any, employee isieatiiicafion nuznber when assigned, sociai
security t�umber, race, sez, sta#us (e.g., mechanic, apprentice, trainee, helger, or labarer), date� af ehaagea in statns,
houts worked pe� week i� tE�e indicated #rade, ra#e of pay, and 1acations at r►•hich the work was pertnrmesL R.ecards
shall be maiatafned in xa essily understa�dable and retrievable form; bo�ve�•er, to the degree that es9sting records
satisfy this requiremsnt, contractors shall not be required to maintaixi separate records.
��:�9?} ..
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15. NoYtaing hereiQ provided shall be construed as a limitation npon the applicatioa of otheP laws witich estab�ish
differen# standards vt eompliaace or upon tt�e application of requirenaents tot the hiring of iocal or ati�er area
residents (e.g,, thnse under t�ie �ublic Works Emplo�'ment Act oi I977 and the Community De�velopment Block
Grant ProgPam).
��
(2/9�j
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5ECTION G
CONTAACTUAL �EQUIREMENT5 PURSXTANT TO
CNII. RIGHTS ACT �F 1964, TTTLE VI
(49 CFA PAAT 21)
Duri.ag the perJ'ormance of ti�is contratt, tlae cnhtractor, foY itself, iis assignees and successors in interest
{he�inafte� referred to as tt�e "cantractax"} agrees as foliows:
1. Compiiance wiih Regulations. The coutractor shall comply witb t#�e Regula#ions relative io
nondiscrimination in federally assisted programs oC t�e Departmeut of Transportatio�a
(liereinafter, "D{]T"} Title 49, Code of Federal Regulafions, Part Z1, as they may he amended
from time io time (heteinafter referred to as the Regulations),, which are here�n iucoKporated by
reference aad made a part of this coutracL
�� Nnndiscrimination. The contractor, wiRh regard to t�ie work perforrned by it dqriug the contract,
shall no# discrimiaate on thc grounds o#' race, color, ar national origin in the selection and
retentio,n of suhcontractors, including procuremenfs of �materials and leases of equipment The
caatractar shali not participate eithe� directly ur iudirectly in the discriminatioo Prahibited by
secfion 2I.5 af t�e Regulations, includ'uag em�loymeat practices when the c�ntract cover� a
prvgram set forti► i.m Appendix B oY the Reguiations.
3. Solicitations %r 5ubcontracts, IncIuding Proce�remeuts af Materials and EquipmenL Iu au
soi5ei#ations either by campetitive bidding or aegotiation made by tiae coatractar for work to be
performed under a su�cnntract, iutcluding ptvcurements of materia[s or leases of equipment, each
poteutixi subcontracEar or supplier shall be not�ed b,y the coutractor o€ the contractor's
obligations under tt� contract and the Regulatioas relative to nondiscrimination on t5e grounds
af race, color, or nationaj origin.
4. informaiion and Reports. The conttactor shall provide all informatian and reports required by
the Regulatioas or d'trec�tives issued pursuant thereto and s}sall permif access to 'rts books, recards,
� accouats, otlaer sourees a� infornaatiou, and its faczlities as may be determiiued by the Sponsor ox
the �ederai Avia#io� Administratinn (FAAj to be pertinent to ascertain eompJ,iance nzih sech
�� ReguIations, orders, and instructions. Where any infarmation req,uire�l of a canfraetor is in the
� ezciusiv� possession of anatherwho faiL9 or refusea to furnish this.information, tt►e contrac#ar shalI
svi certuty to the sponsoe ar t#�e FAA, as appropriate, and shail set fortft what efforts i# has made
� . #O O�t31A t�C !1]fOCA1Rt10a.
5. Sanefions for Nanconapliance. Jn the eveat af the cantrarfor's nancomplianee rrith the
moudisctimsnatiaa prnvi�ions of this cantract, the sponsor shaII ixnpose such contract sanctinns
as it or the FAA may determine ta be appropria#e, iIIciuding, but not limited to: �
a. Withholding of payments to the coatractor under the contract ua#il �t�e coutractor
complies, and/nr
b. Cancel:ation, feraxinatian, or suspe�sian of tt►e contract, in whole or ia part
b. Inrnrporaiion af Provisinrss, Z'he canttactnr shall inelude the prov%siaa� of paragraghs 1 throug�
5 in every subcontract, i�c3uding procuzements of materiaLs and leases of equipmeat, uniess
(?/93)
�
exempt �y the Regulatians ar directivea issaed pursnaai there#o. 'The cnntraetor shall iake such
action witb respect to any subcontract or procurement as the spousor or�the FAA may direc# as
a means otenforciuo�g such provisions includiiug san,ctions FaP noncompliance. Provided, however,
#hat in the tvent a contracfor becomes in�alved iu, or is threatened w�i#h, l�tigatian with a
s�s6cnntractor ar supplier as a result of such direction, the coatractnr may reqnest the Sponsar
to ente� iuto sueh litigation�to protect t�e interests oi t5� sponsor and, in additian, tbe cantractoe
may' reques# the United States to enter into such Iitigation to protect ti�e interests of tk�e Unitei!
Staies.
l''9?J
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sEc�roN_g
T�RMINATXON OF CUNTRACT
(49 C�'R PART IS)
i. 7'he Spoasor may, by writ#ea notice, #erminate this contract sn who]e or in par# at any time, either for
ihe �poasor"s convenieuce or because of failnre to fulf'til the coatract obliga#ians. Upan receipt of sac� nntice
setwices aba,lt be imtnesiiately discontimued (umless the notice directs otbetv►'ise) and all maferials a9 may have been
accumulated in, perfnrmiag this contract, whe#her completed or in progress, delivered to tlas Sponsor.
Z. Iftbe termination i9 ior tbe coavenience otthe Spoasor, an equlta�[e adjnstment in fhe contract price
shal� be made, but uo amount si�all he alld�eved for anticipated profit an unperfarmed setYiceg.
3. Yi'the terminatinn is due to tailure to iulf"ill the coutractar's abGgations, ihe Sponsor may take over tbe
work and prosecate the same to completion by coniract pr otherwise. In such case, the contractor shalZ be lisble
to the Sponsor for any addiiionai cost occasioned to the Sponsor ihereby.
4. If, after notice of termiaation for failure to ful�"�!I contract o6ligatioras, it is deEermined tbat the
cantrpctar had not av fauled, #he termination sha�l be deemed to have been effected for the ennvenieace of the
5po�zsor. Iri such event, ad�ustment in the coutract price shali be made as provided in paragraph 2 of this claase.
S. The rights a�d temedies of the sponsor provided in this clause are in addition to any other rights aad
remedies provided by !aw or under Ehis contract
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BUY AMERICAN - STEEL AND MANiTFACTURED
PRODUCTS F�R CONSTRUCTION CONTRACTS
{Aviatior� Sa#'ety and Capacity EYpansi�n Act of I990)
(a) Tlae Contractor agrees tha# outy domestic steel and manufactured products wi31 be used �y the Contractor,
subcontractars, maierialmen, and supp[ieYs in the perfor�oaaace of this contraci, as defined in (b) below.
(b) The %Ilowing terms apply ta #his clauses
,, 1. S�i and maaufactured nroducts. Aa used in this cla�tse, steel and manufactured praducts inctude (].)
tfio�e produced in ti�e United States or (2) a tnanufactured product prodt�ced in the United States, if the
cost of its couapa�ent� mined, praduced or man�factured in t4e United States exceeds 60 percent of t�e cost
I� I of ail i#s componenta and fmal assemhly has taken place in the United States.
2. Components. As used in this clause, compaaents means thase artieies, materials, aiad supplies
incorparated directly inta steel and mannfaciured products.
� 3. Cost af Coxn�noaents. This meams the costfor production of the compoaeats, exclusivc of fival assembly
, labor costs.
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(J9?)
DISADVANTAGED BUSINESS ENTERPRISE CONTRACT PROVISIONS
(44 GFR PART 23)
PART A
Polic�. It is the policy of the Department of TransporEation (DOT) that diasdQantaged bnsiness enter�rises as
defiued in �9 C�'R ParE 23 shal� have the maaimum opportunity to partici�ate in the performance of contracts
i'rnanced i�s �hale or in �art with Federal f�nds under this agreement. Consequently, the DBE requirements of 49
CFR Part 23 apply to this agreetnent
DBE ObGQaiion. The contractor agrees t+� ensnre that disadvantaged basiness enterprises as de£uiur�ed in 49 CFR
Part 23 have the marimum opportunity to participate in the perforunan�ce of co�ntracts and subcontra�ts financed in
whole or in part with Federal funds providec� under this agreement. In Chis regard aIl contractoxs shall take ail
necessary and reasonable steps in accordance �svith 49 CFR Part 23 to ensure that disadvantaged business
enter�tises have the ma�ti�tum nPportunity to compe#e for and perform conirac�s. Contractors shal� nat
discriminafe on tC�e basis af raee, color, naEional o�rigip� or sex in Elxe awaed and performance of DOT-assisted
contrac�.s.
Comp1'sance. All bidders, potential contractors ar suhcflntracEors for this DOT-assisted contract are hereby no#'�'ied
that failure to carry out the DOT policy and the DBE obligation, as set forEh a6ove, shall constitute a breaeh oi
contract whieh u�ay resnit in teraninaiion of the coniract or such other rennedy as deemed appropriate by the
ovvner.
Subcontract Clauses.
All bidders and potenteal contractors hereby assure tl�at tk�ey will ineinde the above cla�ses in aII subcontracts
witich offers further subcontracting opportunities.
PART B
It is fnrther undersiood a�nd agreed:
The award pracednre far fhis solicitation will inciude the selection criteri�a of 49 CI+R Part 23.45(i)
to ensure that prime contracts are awarded to competitors that meet Disadvantaged Business
Entrprese (DBE) goals.
Notification is hereby given that DBE goals are estableshed for this prime contract. The goal far
�rms owned and controlled by socially and economically disadvan�ged individuals is 22 percen�
oi tt�e dollar value of the printe coniract fnr the Base Bid, or 21 percent of the dollar valUe of the
prime contract for the com6ined Base Bid and Bid ALEernate No. 1.
After openuig bicis, the apparent successful bidder will be required to submit the names and �ddresses of
the DBE �rms that will participate in the canEract along with a description of the worlc to he performed by
each named iirm and the dollar valae for each contract (snbcontract). If the responses do not clearly show
DBE participataon will meeE the goals abo�e, the �pparent successful bidder must provide documentatian
clearly demQestrating, to the satisfactio� of the airpart sponsor, that it made good faiith efforts in
attempting to do so and that meeting said goals is not reasonably possible. A bid that fails to meet these
requirements will be considered t�onresponsit�e.
Agreements between bidder/propaser and a DSE in which the DBE promices not to provide sub-contracting
quotations to other bidderslproposers are prohibited. All �idders and proposers sha[I make a good isit� effori to
replace a DBE snbcontractor that is unable ta perform su�ccessfu�ll� with anather DBE suincontraetar.
The bicider shall esta�lish and tnainEsin records and submit regular reports, as reqnired, vvhich wi![ identify and
assess progress in achieving DBE subcontract goals and other DBE affrmaEive actinn efforts.
T1�e bidder shall establish and ma'sQtain records and submit regular reports, as required, wbich wili identify and
assess progress in achieving DBE s�i�contract goafs and ather DBE affirmative action efforts.
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REQUIRED C�NTRACT PROVISTQ�i REGA�bING
BUY AMERICAN
`The fnllowing contraci prnvrsiou sha�l be iacluded in stll �onstructioa contracts, unless aa eTceptioa, as prowided
itt t�te Act, has been granted.
B�3Y AMERICAN - STEEL AND MANU�'ACTURED
PRODUCT5 FD�i. C�NSTRUCTIUN CQZtiZ'RACTS
(a) The Cantrac#or agrees tlaat only dnptestic steel and manufactured producta will be used by the Contractor,
subcvntractors, materialmea, and supp�fers i.n the performsace of this coatract, as defineti in (b} below.
{b) Tbe fo�lowing terms appIy to this elause:
1. Stee] and manufactured nroducts. As used iin� t�iis clanse, steel and manufactured praducts include (1)
those protiucEd in the Uni#ed S#ates or (2) a manufactu�ed product p�oduced in #he United States, if the
cost afit9 componeat9 mined, produced or manufa�ured in the United States eYceeds 6Q_percent o{ the cost
of ail it� componeuts aud fmal xsseuxbiy has #aken place in tt►e Ueited 5tates. �
2. Comnoaents, As rlsed i� this eiause, componeuts means those artie4es, B3aterials, and supplies
incorporated directly into s#eeI and mannfactured prnducfs.
3. Cas# of Comoone�ts. This means #he cost for production ot tf►e components, eaclusive of final assembly
Iabar cost9.
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List of Supp]ies/M�terials that the L1.S. Government has Dekerrnined are not Produce� in the Unite� StaCes in
Suffic�ent and Reasonably AvaiIable Quantities and of SufFcient Quality (3anuary 1991)
Acetylene, black,
Agas, black
Anise.
Antimony, as metal or axide.
Asbestos, amosite, chrysolite, and crocidoiite.
Bananas.
Bauxite.
B�e�, COiI1PJj, CSllll�.
Beef extract.
Bephenium �iydr�xynapthoate.
Bismuth.
Books, trade, text, technical or scientific
newspaper5; parnphlets; ma�azines;
periodicals; printed briefs and films;
not printed in the United States and for
which domestics e�itjons are not
availabie.
Brazil nuts, unroa�ted.
Cadmium, ores and �lue d�st;
Calciuzza cyanamide.
Capers.
Cashew nu�s. �
C�tor beans asid castar oil.
Chalk, EngIish.
Chestnnts.
Chicle.
Chzoma ore or chromite.
Cinchana bark.
Cobait, in cattaodes, rondelles, or other
primary ore and metaI forms.
Cacoa beans.
Coconut and GocOnut meat, ua5weetened,
in shredded, desictated or similarly
prepared form.
Cvf%e, raw ar green bean.
Cvlchicine aIkaloid, raw.
Copra.
Carlc, woad or baric and waste.
Cover glass, microscope slide.
Cryoiite, natural.
Da�mmar gurn.
Diamonris, industria�, stones and abrasives.
Emetine, bt�lk.
Ergat, crude.
ErthyriryI tetranitrate.
Fair iinen, altar.
Fibers of tfle foIlowina types: abaca, a�ace,
a;ave, coiz�, flax, jute, jute buriaps,
palmyra and sisal.
Gaat and ki�skins.
GraQhite, naturaI, crystalline, crucible grade.
�Iai1Sj5�WlIIa A�P,dl25,
Hemp yarn. �
Hag bristIes far brus�es.
Hyoscine, 6uIk.
Zpecac, root.
Iodine, crude.
Kaurigum.
Lac. �
Leather, sheepskin, hair type.
Lavender ail.
.. �vianganese.
Menthol, naturaI bulk.
Mica. .
Microprocessor chips (bror�ght onta a
constructian sit� as separate units for
incorporation inco buildin� systems
during canstruction or repazr and
a�teration of reai property).
Nickel, primary, in in;ots, pias, shots,
c�ti�odes, or similar forms; .nickel
oxide and nickel sal�s.
Nitro�aniciine (also known as picrite).
N'ux �qmica, crude. '
Qiticica oil.
Oli�e Qii_
Olives (Qreen), pitte� or unpitted, or stuff�d,
in buIk.� .
�pium, crude.
Orar�ges, mandaxin, canned.
Petro�euzn, crude ai�, unfinished oils, and
finished producrs (se� definitions
below}.
Pine needle oil.
Piatinurn and related ai011�1 I11Bt2.�5� refined, as
s�on�z, powder, in,ats, or cast bars.
Pyrethrum flowers.
Quartz crystals.
Quebra�ho.
Quinidine.
Quinine.
Rabbit fur f�lt.
Radium salts, source and spe�ial nuclear
ma[erial5.
Rasettes.
Rub6er, crude and Iatex.
Rutil e,
Santonin, cr�de.
List of SupplieslMaterials t�,at che LI.S. Gor�ernment has DeterminerI are not Produced in the LFnited States in
Suf�icient and Reasonably Available Quantities and of Su�cien[ Q�sality (1an�sary 1991j (CONTINUED)
Petroleum terms are used a� follaws:
"Crude ail" rnea.ns crude petroleum, as it is produced at the wellhead, and liquids (under atrnaspheric
conditions) that have been recovered from mixtures af hydracarbons that existed in a vapvra�s phase i�
a r�servvir and that are� noc natural gas praducts.
"Finished products" rneans any one or more of the foljowins petraleum ails, or a mixrure or combinatian
oi` these oils, t� be us� without further processing axcept blending by mechariical means:
(A) As�haIt - a soIid or semi-salid �ementitious material t�iat (I) graduaIly liquefies when
heated, (2) has bitumins �s its predominating c�nstituents, and (3} is obcained in refinin�
crude oil. �
(B) Fu�� DiI - a liqusd or liquefiable petroCeum produci burne� for lightin� or for the
generatian of heat or gower and derived dirzctly or indirectly from crude oi3, such a5
kerosene, range oil, distillate fuel oi3s, g� oil, diesel fuel, topped crude oil, or residues.
(C} GasoIine - a refined petroleum disti]Iake that, by ics consum�tion, is suitable f�r use as
a carburant in interna] cambustion en�ines.
(D} 7et Fuei - a refined petroieum distillate used to fuel jet proguision engines.
(E} Liauefe� Gases - hydrocarbon gases recovered from natz.�ra3 gas or produced from
petroleum refining and kept under pressure to maintain a� Iiqusd state at a�nbient
temperatures.
(F) LubricatinP Oil - a re.fined petrole�m distillate or specsaily treate� petroteum residcre used
ta lessen friction bet�reen surfaces.
{G} Naohtha - a refined petrolenm disiillate fallin� within a distillation range overlappin� thz
hi�her gasoline and the iower keras�nes.
(H) Natural Gas Prodvct� - liquids (under atmosph�ric conditions) includlr�g nasura3 gasolisie,
that -
(I} are recover�d by a Qrocess of absarption adsorption, compression, refrigeration,
cyciing, or a cornbinatian af these processes, from mixtures of hydrocarbons that
exi�t�ci in a vaporous pha5e in a reservoir, and
{2) when recovered and wit4�out procassing in a refine�ry, de�nitions of praducu
contained in subdivision (B}, (C) and {G) above.
(I) Residual Fuel Oi3 - a topped crude ail or �iscous resid�um that, as obtained in refinin�
or after blending with other fuei ail, meets ar is the equivalent of 14iILSP�C MiI-F-$�4
for Navy Spe�ial Fuei OiI and any more visc��s fueI ail, such as �io, 5 ar Bunker C.
"Unfinished Oils" means one or more of the petzaleum ails ]isted under "�inished Praducts" abave, ar. a rz�ixture
or c�mbinatian af these ails, that aze to be further grocessed other than by blendin� by mechanical means.
List af 5upp'li�slMaterials that the U.S. Government has Determined are noi Produced in the United States in
SufFcient and Reasonably A�aiIab[e Quantities and of Sufficient Quality (Jant�ary 1991) (CONTZNUED)
S�cretin.
Shellac. . ,
S ilk, raw and unmanufactured.
5pare and repiacemenx parts for eqc�ipment of
foreign manufacture, and for which
.damestic parts are not available.
Sgices and herbs, in bulk.
Su�ars, zaw. '
5word$ and�scab�ards.
Talc, block, �teatiu.
Tantalum.
TaQioca flour ar5d cassava.
Tartar, crude; tartaric acid and cream of tartar
in buik.
Tea in b�lk.
Tlnread, metaliic �old).
'l�yme ail. �
Tin in bars, bioc%s, and pi;s.
TriproIidine lzydrochloricie.
Tungsten.
Vanilla beans.
Venorri, cabra.
Wax, canauba.
Waods; lobs, veneer, and lumber of the
following species: Alaskan yeilow
cedar, an;eliqu�, balsa, eieki,
greenhart, ti�num vitae, anat�o�any,
and tealc.
Yarn, SO Deaier rayon.
�4r
�€��I�.�g �€�A�'�`€��'� F�O�'L��€}�T�
T.�� foil���in� �la���� is pla��d in �ver;� I��T- �sisted contra�ct �d �ubc�n��.
A. l��n I?i�����:��:��i�� Ass�r��eee
Durin� t�� p�rfca�a��� of �his c�ntr��t, tY�� �c�ntractQr ¢r ���ic�ntra�tc�r agr��s th�t it
���1 ��� �isYsi�air_a_�te Qr� t�Y ��is �f r�, ���r, �at�o��l_ .ori��� �� a� in th� ��r��rrn�ce
oi �his cQn�r��. 'Th� c.���ra���r sh�l �r aut th� agpli�ble r�c��ire�:nt� �f �4� PC��
Part ?6 ix� th� ��=.�-d �nd �ministr�i�n of �QT a��i�t�d cc�n�ra��. F�lare by �e
contr�,ctor t� c� o�t ��e��. r,�quir�m�n�s is a mat�rial hr�ach c�f this ��ntra�t, whi�h �ay
rY�a.lt at� �h� t�rmir►�#f�� Qf this �Qntr�t or such other remedy a� �l�e ��ty of Fc��t Wc��h
c��ems ��p:�t��t�. The �c�ntra�c�r �,�nd�r�t�d� th��. it. is r�c�uir�� t.o :n�Yrt. th� �t�b�t�c:
in t.�is cla���e in a.11 s�bcc�ntra�t.� aasd p�r�hase car�er�.
B. PrQm�t �����n�
'1'h� �ari�z� ��ntract�ar agrees t.� pa.y ��� s�l��a��T�.�r �n��r ��'ss prim� ��ntr�� f�r
s�.ti�factary p�rfo�nanc� of its co�itra.ct no lat�r than 10 (t�n) [cal�ndar� dayu fir�m r�c�ipt
of e�ch p�yrmert t;�� prim� cQntra�tQr re��iv�� fram �he Cit.y Qf Fort Worth. Th� prime
ccanix�.ct�r a�re�s iurt�i�r tc� r��e�e retainage payrnenxs (if �pplicable) #� e�h
�ula���tr��4r wi�hin �Q (���) [�lencl�r] rlaa.ys after the s�bcc�ntr�.ctar'� work is
satisfactory c,�rnpl�t�d and final payment has �+een mad� to th� �ubco��ractor, .Any d�lay
or pos�panement t�f pay�nent from the abo�e referenced time fiarne may occur only far
good cause foilowin� vti�tten approva� of the City of F4rt Worth.
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WAIS Document Retrieval
GEN�R.,AL DECISIOI�T TX4200�5 03/Ol/20a2. TX45
Date: Mareh 1, 20a2
Gen�ral Decision lVumber TX020045
Superaefled General Decision I�o. TXOlOQ45
State : TEXA.S
Construction 'i'yge:
HEAVY
HI GHW1�Y
Coun�.y ( ies ) :
COLLTl�T GRAYSON ROCKWALL
DALLA� JOHNSON 'TARRANT
DENTON KAUFMAI3 WICHITA
��,�, Z � PARKER
HEAVY ANb HZGHWAY CONSTRUCTrON PROJECTS IN WICHTTA COUNTY ONLY.
HIGHWAY' COIQSTF2UCTIbN �i20,TECTS ONLY FOR REMI�TNING COUl�TTIES
Modification Number Publication Date
0 d3/Olf 2002
CDUNTY(ies):
COLI,iN GRAY50N
flALLAS JOHNSON
D�'yD7TON KAU �1�AN
ELLIS PARKER
5UTX2D43A 03/26/1998
AiR TaQL OPERATOR
ASPHALT RAKER
ASPHALT SHQVELER ,
BATCHIi�G PLANT WEIGHER
CARPENTER
CQNCRE'�E FINISHER-PAV'ING
CONCitETE FINISHER-STRUCTLTRES
CONCRETE RUBBER
ELECTRICIAF�T
FLACGER
FORM BUILDEI2-STRUCTURES
FORM LINER-PAVING & CURB
FORM SET'I'ER-PAVING & CURB
FpRM SETTER-ST]2UCTUR�S
T�ARORER-COMMON
LABOIZER-UTILITY
MECHANIG
�TLER
SERVICER
PAINTER- STR[3CTURES
PIPE LAYER
SLASTEFt
ASPHAT�'F I7ISTRIBUTOR OPERA'I'pR
FhOCI{WALL
TARRANT
WICHZTA
Rates
$ '9.00
9.55
8.$0
11.51
10.30
1D.50
9.83
8.84
15.37
7.55
9.82
9.00
9.29
9.09
7.32
8.94
12.68
10.17
9.4�.
ii.ao
B.98
17..5D
1Q.29
Fringes
Pa�e 1 of 4
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WAIS Document Retrie��l
ASPHALT PAVING MACHLNE
SROOM OR SWEEPER OPERATOR
$ULLDOZER
CQNCRETE CURING NfACHINE
CdNCRETE FINTSHING MACHINE
CdNCRETE F�iViNG JbINT NiACHINE
CONCRETE PA'L1ING �'OINT SEALER
CbNCRET� PAVII�iG SAW
CONCR�'�E PAVING SPI��AT3ER
SLIPFORM MA.CHTNE OPERATC}12
CRA1�E, CLAMSHEI�L, B�ICKHOE,
A�RRICK, DRAGL�NE, SFiOVEL
FOUNDATIQN DRILL pPERATOR
CRAWLER N10LTNTED �
FOUNDI�TION DRILL OPERATQR
TRUCK NiOUNTED
FR(7NT END LOAbER
MTLLTNG M3�CHIIVE OpERATOR
MIX�12
MOTDR GRADER OPERATpR
FINE GRADE
N10T012 GRADE OPERATOR
PAVEMENT MARKING NlACHINE
ROLLER, STEE�, WH�E� PI�ANT-MIX
PAV�MENTS
ROLLSi2, STEEL WHEEL O'FHER
FLATWHEEL OR TAMPIi�G
R4LLER, PNEUM7�TIC, SELF-PROPELLED
SCRIaPER
TRACTOR-CRAWLER mYP�
TRAC'I'OR- P�TET7NA,T z C
TRAVELIIVG �7IXER
WAGON-DRILL, S�RING MACHINE
REINFORCING STEEL SETTER PAVING
RETNFORCING STE�L SETTEit
STRIICTURES
S'J'EEL WORKER-STRUCTiJRAL
SPREADER BOX OPERATQR
WORK ZQi3E BARRICADE
TRUCK DRIVER-SINGLE AXLE
LIGHT �
TRCTCI� I]kZT VER - S ING�.E AXLE
HEAVY.
TRUCiC DRIVER-TANDEM AXLE
5EF4I TRATL�R
TRUCK DRT�1'ER-I,OWBOY/FLOAT
TRL3CK DRIVER-TRANSIT MIX
TRUCK DRIVEFt-WIATCH
iIIBRATOR OAERATOR-HAND TXP�
WELDER
10.30
$.72
10.'7�4
9.25
11.13
�a.�z
9.00
14.39
10.50
9.92
11.04
�.a.oa
11,83
9.96
8.62
10.30
11.97
1Q.96
7.32
9.06
8.59
8.48
9.63
ia.58
9.15
a.as
12.04
13.21
13.37.
14.$0
a.o. ao
7.32
8.965
9.02
6.77
10.44
9.47
9.04
7.32
11.57
----------------------------------------------------------------
Unlisted classa.ficataons neecled far work not included wi�.hin
the scope of the class'ifications listed may be added after
award only as provided in the labar Standards contract c}.auses
(29 CFR 5.5 {a) (1) (v) ) .
----------------------------------------------------------------
In the listing above, �.he ��SU�� designation means that rates
listed under that identifier do not reflect collectively
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WAIS Document Retrie�al
bargained wage and fringe benefit rate;s. Other designatians
indacate unians whose rates ha�re }aeen determined to be
prevailing.
WAG� DETERMINATTON APP�AI.,S PROCESS
1.? Has Cher� been an ina.�zal ciecision in the matter? This can
b�: -
* an existing published wage determinatian
* a survey underlying a wage determination
* a Wage and Hour Division letter settir�g �orth a
position dn a wage determination matter
* a conformance (addi.tional classification and rate)
ruling
_ On 5urvey related matters, a.nitial contact, inc].uding reguests
� far summari�s of surveys, shouTd be with the Wag� and Hour
; Regional Office for the ar�a in which the survey was conclucted
because those Regianal Of�ices have responsibility for the
T�avis-Bacon survey program. If the res�anse from this ini.tial
contac� is not satis�actory, then the proc�ss described in 2.)
� and 3.� shauld be follow�d.
With regard ta any ather matter not yet rige for the formal
process described here, inirial contact should 3�e with-the Branck�
o� Canstruction Wage Determinations. Write to:
; Sranch o� Construction. Wage Determinations
� Wage and Hour Division
� U. S. Department of Labor
�; 20� Constitutiion Avenue, N. W.
� Washington, D. C. 2D210
2.j Tf the answer to the ques�ion in 1.) is �es, then an
interested party (those affected by the ac�ion) can request
review and reconsideration f�am the Wage and Hour Administx�ator
(See 29 CFR part 1.8 and 29 CFR Part 7j. Write td:
Wag� and Hour Administrator
� 'U,S_ Depar�ment of Labar
, 200 Constittzta.on Avenue, N, W.
Washington, D. C. 20210
i
The request should be accom�anied by a iu11 statemen� oi the
interested parry'� position and by any information (wage paymen�
data, projecC description, area practice materia7, ete.} that �he
' requestor consaders relevant to the issue.
�
i� 3.) If the decision of the Administrator is not £avarabl.e, an
; interested party may a,ppeal directly to the Administrative Review
Board (tozmerly the Wage Appeals Baard). Write ta:
Admini5Crative Review Saard
U. S. Departmenti of Labor
Z�0 Constitution Av[�nue, N, W'.
Washirtgton, D. C. 2�210
g.} All decisions by thc Administratzve Revi.ew Board are �inal.
Page 3 of 4
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WAIS Dacument Re�rieval
END OF CEIVERAL I?ECISION
Page 4 of 4
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�It����AL
1
PROP�SAL
fl
'�
�
To: Mr. Gary W. Jackson, City Manager
�City of Fort Worth
For: West Cargo/Taxiway, Alliance Airport
AIP Project No. 3-48-029b-1601 and 3-48-0�96-2002
By: Name of Sidder: L'��Mp���- U�.�43� �.�e . y-�'� �
Address: i�l-3� 3 CN�uS�►.�a�-� � •
_��es-i-� � v K �7 �'o �`'l
Telephone: �? �� �`7� �7. �3�
Hereinafter called Bidder, a corporation or business organized and existing under the laws of tkae state of
Texas, doing business as �+ti.LaW.P�ar�,w� u�3f3�t�1�c •*`T��S' �
Gentiemen:
P�rsuant to the Instructians to Bidders, the undersigned bidder, �.aving examin.ed the plans anc�
,, speCiiications witki. reiated documents and the site of the prapased work, and being familiar with aI1 th�
conditions suzxounding t�e construction af ihe project, hereby proposes Co furnish all necessary
' � superintendenc�, labor, machinery, equipment, taols, matexials, and supplies to complete all the work as
'. , provided in the p�ans and specifications, and subject to the inspection azkd approval of the Owner and
Engin�er, and binds himself on acceptance of�this pz'oposal by ihe Owner to execute a contract and fumis�
� performance and payment bonds approved by the City of Fart Worth, Texas for perfarming and
' completzng said vsrork within the time set farth and at the prices siat�d in the Proposal Scl�edule below.
PROP�SAL SCHEDULE
BASE BID
e �
Item Spee Estimated
No. No. Ouantitv
1. SS-1 1
�. P-151 1
Proposal (revised Ia/17/02)
L)nit Bid Axnount
Units Ite;n Price Bid
LS Mobilization
�j�v e H u w H�C. �. �,
�,wst� 'TW`J�'�.�7Y
'T'd-i cz u ��
dollars
and 1�! t� cents
perLS $_2Za��]C�o�o $ ZZo�C�sc�a, c'��
LS Clearing and Grubbing
y3! �TY T�l o cs ��.�+r�
dolIars �
and N r� cents
per LS $�v O� c�c�.ao $(a0� C] t5 r� . o c�
Pabe 1
Item SPec EstimAted Un'si Bid Amount
No, No. Ouaatitv Units Item Price Bid
3. T»90I b.75 AC Seeding
� 'Y(�' 00 �.a v.) r�
h'j �' �. �1 �s �J r� rT�n
dollars
1nd ol� b GBntS
perAC $ �JO�.C�U $ !O,!'�,�'J.pp
4. SS-4 984 5Y Concrete Pavement Removal
�� ��
dollars
and J�� cents
per SY $�. a o $��Z�. � o
�. SS-4 1,517 5Y Asphalt Shoulder Removal
�c��
dollars
�d N o ��nr�
perSY � �. oa � �5�5.0 �
6. 55-4 2 EA Storm Drain Inlet Demolition
.E t Grt T:,� _� �J r7Y2,.r�p
dolIars
and � � cents
perEA $'�aa. o� $ 1�0 00 • at3
'%: 55-4 390 LF Re�nave Underc3rain
�1 X
dollars
and 1� � cents
per LF $ tv .+� o $ Z3 �' �. c� cy
8. SS-4 1 LS Electrica� Demaistion
�� �f � N_ _ ��-k �i r ���
F+�+� �l���
dollars
and N n cents
perLS $ �500• c7c3 $ 'T'� �d . o�
Proposa� (revised 14/17/02) P�"e �
1
Item Spec Estimated Unit Bid Amount
No. No. Ouantitv Llnits Item Price Bid
9. P-IS2 57,8DQ CY Unciassified Exca�ation
,�o��
dollars
and �f� b cents
perCi' $ �°.l�+D _ $ ��jr20(�.Cp
10. ----- 1,550 LF Remove Fence
T'H f� i � .
doZlars
a�d N � cents
per LF ��. Ca C5 $�Co� � C� . o ta
1J.. F-162 1,�60 LF Temporary Fencing
�'� �.s
dollars
and .1� o cents
perLF $ �D.en $ 1Z�(eOC�.Go
12. F-162 350 Lr+' 4' PVC Coated Chain Link �'ence
i'w@�-r�+ F�v�
dollars
and ��i � x�`� cents
perLF $ Z�a.f�O $ $�(�Q• O�
13. F-I62 2,535 L� $' PVC Coated Chain Link I+'ence
—r�►r � N�r�t �s x
dorl�s
and � t �= "�`� __ cents
per GF $ Z.Ca•'�7 � $(�7 � I 7 7. 5 0
14. --- 1,555 LF 5 Strand Barbed Wire Fence
� l �G
dpllars
and � � cents
perLF $ �. oo $ 9�'�O. OO
i
. . '�
Proposal (revised I Q/171�2} Pa�,e 3
Item Sgec �s�irnated Unit Bid Amount
No. No. Ouantitv ilnits Item Price Bid
15. F-162 � EA 5' Gates in 4' Fence
'i� �� ,���+ � �-� �-�. �
��r ra F ��-,r Y
dollars
aad fJ ca cents
per EA $��a 4. O O $`T 6 O.� C3
16. F-162 1 EA 10' Gate in 4' Fence
'S r.i � Irl U ns c7 �� !7
dollars
and .� Q cents
perEA $ �Oq• 00 $ 'P70� � o0
.,
��
.�
�
1'%. P-155 66,225
1$, P-304 57,362
19. TxDOT 1,258
� Item �47
�0. P-�Ol 1,317
Prapasal (revised 10/17/02)
SY 9" Lime Treatec3 Subgrade
����
dol�ars
and .N O ce�ts
per s�c' �� � c� ��. Co � � 9 n�° .� o
SY 8" Cement Treated Base -
-Tw l �? T�. _ _rJ
dallars
and �i'^oC�Tv �z�uR.cencs
QerSY $ i'.� . �i� $ -7�O���t7 �Z8
CY Type �i, Grade 1 Base
'i v�1�nt�'Y �'tv�
dolla�rs
and �'� - cents
perCY $ 25. O� $ `�' �� �-JO. �o
SY 7" PC Concrete Roadway Pa�ement .
'rw� N�r"Y �o v �
dollars
and N � _cents
perSY $ Z�+.ob $�I �[�O�.oO
Page 4
�
�
��a
�1
I
II.
Item Spec Estimated Unit Bid Arnount
No. Na. uantit ilnits �tem Price Bid
�1. P-501 7,489 SY 1D" PC Concrete Apron Paveme�,t
Tw �.ra-r Y �sr, v �� r�
dollars
and N d Cents
perSY $ .�7.0a $ 2.��,2.4�.dD
22. P-�O1 2,433 SY 10" — I4" PC Cancreie Pavement
-r,�r � N-r� � � � H r
�iollars
and t�i a cents � �
perSY $ �.�.a_v_ � ia�, �2 .c'�o
�3. P-�0�. 3,430 5Y 14" —18" PC Concrete Pavement
T3�1 t �-t y c`7 � �.
dollars
and � � cents
perSY $ �i.Oc� $ i9(o�330.00
24. P-501 41,663 SY 14" PC Concrete Apron Pavement
ivrll� r�7 � 1� 1 L. ��
aoi��s
and N � cents
perSY $ Z.B.�a $ I: t �aCa f�fa�'•o�
25. P-501 676 SY l.8" PC Concrete Apron Pavement
i'e-a i�.? �! 4=� � v�
' doliars
and N � cents
parSY $ �J�•oo $ Z�. L�(s�.00
26. P-501 �Ol LF 6" PC Concrete Curb
�c���
dollars
and 1�„18 .-cents
per L.F � _ '�-. a o
Proposal {revised 1Q/17/02)
� $o�.oa
Pabe 5
1
Item Spec Estiraated IInit Bid
No. No, Ouantitv Units Item Price
�'i. �-501 2Z7 L�' 6" —12" PC Cancrete Cnrb
��x
dollars
and !Jo cents
per LF $ fo • � �
ti8. 1?-SOl 24 L�+' MountttbCe FC Cancrete Curb.
�� u�
�9. TxDOT 5,469
Item 340
30. P-502 1,641
31. D-7U� 16U
32. D- J 02 1,40U
Proposal (revised 1�/17/02)
SY
doilars
and �"l.r��'Y cants
per LF $ '� � 5 �
P1ant Mix Bituminous Pavement
�i�
dollars
and �i o cents
per SY $ � . � ']
GAL Prime Coat
ON�
Amount
Bid
$ �� (n2.. �U
� i��.. oa
$ ��.j t�l�, c�a
dollars
and �1 FT'Y cents
per GAL � 1� 5 0 ��9-CQ i. 5�
L�' IS" CGiI�I Slotted Drain System, In Pl�ce, �ncluding Concrete
c� r�1 � i� u� r7 � r�
��1 s� �o �,T�� �
dollars
and N a cents
per LF $ 1��j . o o $'Za�✓�_Z � C� . o a
LF Z�" CGNI Slotfed Drain System, In P1ace, Tncluding Concrete
chns l� �# u nrt� .�,� �
,�r* t7 F[� �2T1� t_ �f h1'"�`
dollars
and N � cents
perLF $ d •ao' $ �-bi�Zoa. b0
Pa�e 5
Ite�n Spec Es#ixn�ted Unit Bid Amaunt
Na. No. Ouantitv Units Item Price Bid
33. D-i01 470 LF 24" Class III RC�', In Place
N+ 1� �.Y"`� 5 � �c
dollars
and .l�f O cents
per LF $ . o a $ •� "5 � ! � p . � C]
34. D-701 1.60 LT a$" Class IIi RCP, S� Place
O � +� �-f � �V f7 �-� p
Ars'CJ �`l ��'Y �o vCL
dvllars
and J�D cencs
p�r LF $ 15 �• ca o$ 2.� _(a 4 0, a�
3S. D-70I 360 LT�' S4" Ciass III RCP, In Place
U N r ad t7 �t i��.�&.. r�
A�i p ,�xTY 7� ��
` dollars
and �1 c7 __cenks
per LF $� G� 3. b o $ 5P� .��U . cs �
36. D-id1 �60 LF 60" Class ZII RCP, Ia P#ace
"'f"v.! o I-�1 � u �p���
dalIazs
and ?�] � cents
perLF $��n. 4� $+r�Z��O ot7. c'� o
37. D-'�01 53� LF 66" Class �II RCP, In Flace
.J"w,c� �v r•►� -�r�
. �.� Tirt+� r.1-�.,`�
� � �r' � rJ dollars
and N a cez�ts
per LF $ 2.2.7 . caa $ j'�. O, 7Co �.+� 4
3$. 15064 T35 Ll+' 6" PVC D�ain Pipe
l�o �1+ �' o � iZ.
doila�s
and 1'*� b cents
p�r LF $ �-�"i' . � cs $ '� 9 �r't� . o c�
Proposal (revised 1�f17/02)
Page 7
Item Spec EsiirnAted CTnit Bid Amount
No. Na Ouantitv IInats Item Price B�d
39. 150G4 �05 L�' S" PVC Drain Pipe
�T'v►r � �-t-� N � r�t ►�,
dollars
and .!� o cents
perLF $ �4 , ad $ � `��-rj.On
40. 1�064 S20
41. 02404 355
42. ---
43. ---
�
�
44. P-61a i
Proposal (revised 10/17/�2)
LF 1�" PYC Drain Pipe
�o t�7Y �ti v �
_ �iollars
and N � cents
per LF $�� . o a $ 2� �;� t'7 0. c� c�
LF 4" PVC French Drain
�w�
doilars
and d�1 a cents
perLF $ 1'�0 $ �55.00
EA Z2" Post Indicatoc Valves
_Tv.r o `T'� u u �, r�] �
� u.,� , s�s x!-i�� a p��a'a
dollass
and ��1 b cents
per �A $ '�,'� � . o �a $ �$ , {� o �+ . t� o
EA 6" Knife Gate Valves
ht t r� �. � V�[ rJ tL�, �'J
dollars
and J�1 Ca cents
perEA � QIOo.r�t� $ fSao.00
EA Concrete Valve Vault, In P�ace
��r �rr.+ � �rQa �v
�G_ r�,n� NuNsJ��p
dpllars
and N c� cents -
per EA $ Cs�� d a. b�$ C�% � O, o a
Page S
� Item Spec Estimated Unit B'rd Amaunt
No. No. Ouantitv IInits itenra Price Bid
45. 15550 1 EA �,5,000 Gal I+RP Single Wall Und+erground Storage Tank, In Place
�i�v�w�Y z= I..r�
_ �
•i I-4� u�6.n.s�7
dollars
and N r� cents
perEA $ �7�Joao.�v $ "r�.00�, oa
' 46. D-751 2 EA Itilet, Type A
� � L 1G '�I�F l7 t.] � F� Iry !�
I �.C,. !-1 ts �.S 4]�d.tE. �
� dnIlars
. ' and �! � cents
' perEA $ C��oo.oa $ Z2, �t�0, o0
. 47. D-'�51 1 EA 6' Drop I�nrlet
�
, �i I hr�. 7'N � u SA +�► C?
, O rr I�. 1-�i �.7— 1�1� ��.�
� dollars
and ��! +c� cents
perEA $ ��aa,Qa $ �.�t�+�,e�c7
48. D-75i �.3 �A I�ulet, Type B
���� T�a ou a� �
, F'i v� +� u�1 n c�.� o
I dallars
and M � cents
perEA $ �.�iao.4t] $ ��1� �7 � o .00
` 49. P-601 8S0 CY Siructural Concrete at �tvru� Water Pond
� —r!� ie. �a_ � x� r.�r»¢.,��
� —
dollars
and � b cents
perCY $ �Dc�. cn $ 2�5�aaa.o�
50. P-S01 5 CY 5tructur�i Concrete at Glycol Containment Area
• 'T� � N U r.� 2� r)
ANC"? �I F�'Y
: dollars
and !� o cents
perCY $ ��sh.c�� $�75a.o�
.�
I
Proposal (revised 10/17/02) P��� g
Item 5pec Estinnated ilnit Bid Amount
No. No. nuantitv Units Item �rice Bic�
51. �'-601 485 5F 6" PC Concrete Wulk
��.s TY r; � v �
dollars
and !�f � cents
perSF $ �'S.a� $ �2, l�z.�j,r,�
52. 112Q� 1 �A IS" Slnice Gate and Gear Operated Hoist
� l �G 'TH �a cs s �a � T3
dollars
and !1 b cents
parEA � $ Co�at`]�.cfl � (p�c�oa. oe]
53. US�2D 70 LF Stee[ Pipe Handr�til
�a _�t..-r Y ���,
doilars
and N Q cents
perCY $ �5.c�o $ 3,rgo.or�
54. Q5�00 1 LS Steel Security Sars at Outlet Weir
� �[�'ti,✓� 7„�ous��
dollars
and h� a cents
per LS $'�. �� o• a O$ � O o ca . o G
55. --- a6
56. 03��71 1,300
Prflposal (revised 10117/02)
EA S5 Cleats
C�1Gl—�T`� �aYf�i..
dpllars
and !�i` O cents
perEA $ ��.c�v � 2'�.I c� .a o
CY Gabions
� hr �. �-�u i.ir��r�
doIlars
and N ti cents
perCY $ �.pD. �fl $ i�o��c�a, o 0
Page 10
Iicm Spec Est�mated Unit Bid Amount
No. No. Ouantitv Units Item Price Bid
57. 01568 1 LS Erosion Protection
�IAfD �N�tx�AN�'J
C10113TS
and 1� � cents
perLS $ Z. �c�o. �Gi $ Z. �cao. o�
5$. 0�568 4,540 LF Si�t Fence
C�N�
doliars
and .Fo t2 T `f cents
pez LP $ i.•� � $ C� 7'7 C� . b o
S9. 0156$ 200 LF Hay Ba[e 5ilt Barrier
1 �' �a �s �L
dollars
and !� o cents
- per LF $ �' .� o $�3 o O. a o
6�. O1S68 20 LR Rock Berm Silt Barrier
�o �.YY
dollars
and h! o cen�,s
per LF $ ``�' tr . c c� $ �g n o. o�
6�. 0��71 64 TON Plungc Pool Rip-Rap
rt�r-� , �.-T �'
dollazs
and � e cents
ger TON $ 3 0. o a ��� o c� , o 0
6�. L»10$ 2'iS LF 1" Conduit iz► Cancrete Trench In Existin� Runway, In Place
�i-k � G��"� �j3.i�.�,�
dolIars
and �N � cents
per LF $� 3. o� $ 9 Q'�''.ri . a r'�
Proposal (revised I011`�1a2) P�g� � �
Item Spec Estimaied Unit �id Amounf
No. No. Onantitv Units Item Pric� Bid
63. L-I.08 �,50Q LT 2" Condui� DB 'rn Trench for TaaciwaylRunway Edge Ligt�ting
�t v�
64. L-1Q8 2,000
65. L-10$ 4,404
66. L-108 6,10fl
67. L-108 2,800
68, L•i08 2,400
Proposal (revzsed 10/1`7102)
_ �ioliars
and �N Q cents
per LF $'��J" . c� a $! 3, o o t] , o�
LF �" Conduit DB in Trench for Taxiway Centerline Lighting
�p ui�,
dollars
and .fV a cents
perLF $ �`•�� � $_odc�.00
LF Underground Cable, Isrstailed in Conduit ar Duct Sank for
TaxiwaylRunway Edge Lighting
N c�
doliars
and � r c, �� -r Y c�nts
per LF g 0� t� a $�s ."R-� Za. n t�
L� Underground Cable, Instaued in ConduiE or Duct Sanit for
Taxiway Genterline Lighting
hf n _
dollars
and � l C� �aTY cents
perLF $ a.� c�a $ �; ��n.o�
LF BAre Connterpoise Wire, Insialled in Trencl�, Inelnding Grnund
Rods and Gronnd Conductors For TaxiwaylRunway Ec3ge
Lig�ting
N a
� doLlars
and � 1�' T Y cents
pei LF $ d•�j a � �`� o d. o r�
LF Bure Counterpaise Wire, Installed in TreneE►, Including Ground
Rods and Ground Canductnrs for Ta�cir�vay Centerline Lighting
- �� C>
cEQllars
artd rr'1 � T lr cents
perL.F � �.5a $ I_Z,00.cso
Pa�e 12
I
�
� �
I
�
;�
Item Spec Estimated
No. No. Ouantitv Units Itern
69. L-�10 �10
70. L-110 200
�x. �,-1�a �
7Z. L-125 l.
'�3. L-121 ��
74. L-1�I G
Proposal (revised 10/17/02)
ilnit Bid Amount
Price Bid
LF � Way, 4" Duct Bank
1 w`�.�s-�Y
dollars
and hf � cents �
per LF $'Z c� . a a �.� � o c. o 0
L�' 4 Way, 4" Duct Banl�
TW �t�] 7 Y F I J I�
�OIiBtS
and N p cents
per LF $ 2'�j • a�a $ r o o�. o ta
EA Pull Box For 4 Wuy, 4" Duct Bank
Tt-� l� �6_. �t-i n u 5� 1-a �D
dollars
and t� Q cents
perEA $ 3.o�o.a� $ C�, oot�.oc�
LS Taxiway Guidance Signs, In Place
T,� ��"i Y �-'o �] �,
-Tc�� u3�r.y�
dollars
and N p cents
perL,S $ ���do.Do � Z�,oeaa.oc7
EA Type L867 Li�ht Bases for Taxiway �dge Lighting
�o v r�.. 1-1 u ��iE..9
�-1 N sa t� i�T Y
dolIars
and � a cents
perEA $ �50, o� � 9,9 �a.�a
EA Type L�6$ Light Bases for xaxiway/Rumway Edge Lighting
�u U�- '�� u N Q f� �e..n
�p,,.r � i� t �7Y
doilars
and I� ta cents �
perEA $ `y'�ja•'�� � 2,? �o. ao
Paoe 13
�
I `;
i��.�
Xte�n Spec Estimated
No. No. OuantitY
ry5. L-1�1 24
76. L-1Z� 58
7'�. L-1�1 xz
i8. L-121 3
79. L-121 S2
80. L-1�1 3
Proposal (revised 10117/02)
Units Item
Unit Bid Amoant
Price Bid
EA Type LSG8 Light Bases in E�sting Pavement far Taxiway
Centeriinc Lighting
1� � t� a2.. 1-! �� �.r rz��. it ta
� � r� �= 1 � T 1�
dollars
and N � cents
per EA $�'S �. o� $[ o�$ c� o, a �
EA Type L868 Lighi Bases in New �a�ement #ar Ta�ciwnp Centerline
Lighting
�n u i�. !-I u a•r � �L � t�
A►v � �1 �Ttr
�iollars
and � p cents
perEA $ �r7a. @,� $ ��� � Do. o0
EA Medium Intensity Taxiway Ligf�t �'istures, Including Transformer,
Lamp, Connections
O�r�, Nc.,�r��t�n
r4 N D ���r �iv7Y r'! � �-
dollars
and N O __ cent�
perEA $ ��1`�j.�� $ �S'Sp•��
,
EA Semitlush RanwAy Lights Fixtures, Including Transformer, Lamp,
Connections
`T'1-� �.�. !-� u v.� r72 � r)
�K r� _�g.v ���Y �t�r �,
dollars
and 1�.i c'� cents
perEA $�,�75.ou $ l, i"'Z��.ao
EA Taa�iway Centerline Lip,ht FixEures Including Transfarmer, Lamp,
Connections
T� 12..e�.� f.-a u r�1���•�.�
q�.t � � t �T�
dollars
and N � cents
per EA $ 3�7 0. fl� $ Z�, -l'� e. o�
EA Taavway Inset L'rghts
� u s D
� � � �TY
doilars
and i'�l c� cents
perEA $ ��a.�t� $ I� ��. �a
Pabe 14
ncT-��-��� �s:�z FR��� � NICHOLS
�ie� ��sc �,1e�►te�
�4.s �. �C � �
��. L-12� �
sa. �r�� �rs
F�`3. �-�RA 3,52�
� 1?�l�p ��,333
�g. ��o �t
817 735 `74��1 F'.05i10
Uni6 Tr3�d l�tt �un,k
� � id
i.$ '%m���r 1�a�vv��r Lg��e�, i�1r��fte� �l�io5ee�t �ir d€temov�i
� � v rc. .1-1 � � 1��e�,0
� dulierm
� �. (`7. � _.___�t�
pei° �S g'� oo. o-o $�'J o c��o a
�C� �e� �keflecdfve Ar'is���e� (��eglle �), La �ce
�l�Y�r�1 �
--
-- dol��,r�
and �= t +G �'�f cen�
p�r �P, — g 7.'�7 � $ J to Z;,�� a
S�' R��waytT�xir�u� lYiarl�i� ►a#t� '� I�[ R�f��E,iv� l�f a�s
�- - � j, v
dalYars
a�d �,��oe�tts
��r SI' �, �. Cs,�. $� �� 9 7. n a
S�` Rn�vway�l'�i� �l�� (Blscl�) RT��,-Ite�a�tive
- �o
d�ll�s
��d ,�+x'�v � i c� �-' c�st�
per 5� $ p•. �� 5 7��.,0 �.� 4�
K..� �6�d["61r�f �LLBW�j�/�i�]E�{Y�$]r j�j�l'�i�i �iC�i�� ��C•:nfiE^.iiE
t�A� ��'A�
�. �d U 1J _f� i`�B �
�� ,dnila.Ts
�� �r_� Gent�
p�� � djc,o �cn � �o�. ov
Prc�pb�aJ. (r+��+is�d �.Q��lO�} F"a�e YS
��
i
�
�l
OC�—�2—��2 15�51 FR�ESE � N1CH�L5
Yts� �[t� F�#�t6t�
� � �
86. .,..,. i
e�� ��� �4��1 �.�s�1e
U�ri4 Bid A�a aunt
�� � � � �
L� Cn�tt�r.� tem�r�ry eo��ctE� ��a �i�, co�l„ie, 4n p�,
i�ue�it�� eaccaor�ttm����g, �6gr� pRo�tla�r, f ler�ilbl� b��
�#ic�n�:l�or�'y �°� sit��s�ra, �r��io� �� uact�om�, �nm1
�e�to�°e�r� � pre�co�r�ilo� so�di� ��nu oom��ee�ax� o[
rra�f�m sac�riii�a (F�,TfJ7C3�: '1'�s �o�r�ry �cesa roed
� a� �� F3u�-���fla%a�v� Yi�, ��!1 vuly � cot�tr�Gte�d ii
��11�y �1iu�ce r�n� r��eme�ut �nd d�ste i�S the
�ity ai Fori W���).
�i�rY -r�«e��a�
dni[�rs
�dd �,N o ooats
�arLS � (�p,orsa.o� � q�o�odo.oc�
`�.'�T�Y. ��� ��[i �- � � "1 � �a f 8 i o • � �
'�Q)�`�,L ��E �4ild, �'��P� �1 i�J'��5
..�+��.. i�+lr�c.�o� .. 5�..�_� H��.r2�.�_,�.a��rY �iv �au�t�
F_1GMT t� t�r.if7�.�,1� � ht,� � S�v�En(TY -_._ I]l�ll� �d� n��'C8i3LS
pro���� ��-�����. io/a�o2�
� ��,e 1s�►
�.
PR4POSALSCHEDULE
BID ALTERl�ATE 1�10.1
�tem Spec Estimated Unit Bid Annount
No. No. Ouantitv Units Item Pri�e $id
1. SS-Z 1 LS Mobi�izatian
� i r-7 Y �'i � �.
�i-��us��.a�
doIlars
and I� [� cents
perLS $��5 �o�.��$ 5�i` 000.oa
2. P-151 1 LS Cleairing and Grubb'rng
�olt-��4' TI� o v � �a.+�s�
doElars
and N Q cants
perLS $Gio�oao.o=� �}'O.000.tia
3. T-9Q1 , 3.�
4. SS-4 1,0�4
�. SS-4 1,49i
AC Seeding
ad.ri� TH����4r,�r�
1^�1 Y tv !-1 L] nl L� lZ.�£C�
dallars
and h� � c�nts
per AC $ �� a c. a o $.�� °� 5 0, c�
"�Y Concrete Pavement Removal
��vr
dollars
and N � — cents
per S Y � 5, a a
SY Asphali Shoulder Removal .
�=sv�
dollars
and N o cents
per 5Y $ �. � Q
g �',�I�,.o. oc�
���f��•oa
Proposal {re�ised 14/17/02) P�ge ��
i�
Amouut
Bid
and 1�1 a cents
per LF $ LA . r� +a $�, 3 Z O. u�
Item Spec Estimuuted U�A� �i�
No. No. Onantitv Llaits Item Price
b. S5-4 385 LF Remove ilnderdrain
�� x �
do�lars
i. SS-4 1
8. P-15� aa,�oo
9. ----- 84d
10. F-162 I,26�
].1. F-162 775
Progosal (revised 10/17/0Z)
LS Electrical Demalit�on
Tv.f o T�r � ��,'S�� 1�
,1� l�/' r 6� l:a± �] l�l � 1�..�LE�
CIOIIc1C5
and J� d cents
perLS $ Z.,Q7oo.o� $ Z�Sno.ao
CY Ylnclassified Excavation
�� ��
dollars
and N o cents �f
per CY $�f' - o o $ i fc� '� � o o€� . a o
LF Remove Femce
�N �2.. �_�.
dollars
and _ _ f� � cenCs
per LF $ �d . ts� � $ '�. , �i a z� . o c�
LR Tempnrary Fenc�g .
-�'� r�
__dotlars
and � Q cents
perLF $ (C7.00 $ jZ�[aoo.a�
L�' $' PVC CoAted Chain Link Fence
��1' ��aT� Y � l ?L
dollars
and �! �T`� cents
per LF $�. (� . 5 O $�- � ��3 v 7. �7 a
Page i7
1
r
i �
Item Spec Est�mated L7nit Bid
Nn. No. Ouantitv Units Item P���
12. P-155 1$,62,3 SY 9" Lime Trea#ed Subgrade
. �a �r �-
13. P-304 10,183
14. TxDOT 1,�32
Item �47
15. P-501 1,0�4
16. P-5QI 9,886
1'�. TxDOT 6,659
Item 340
Amount
Bid
dollars
and � Q cents
perSY $ �•�� � �4'� ��� . b o
5Y 8" Cement Treated Base
`�-� r itT � r� r.�
dollars
and � f ��Y cents
perSY $ l3.�0_ � 137� �7a � 5�
CY Typc A, Grade 1 Base
'T�n1 �.�7` ��[' �.
dollars
and N � cents
parCY $ ��.00 $ '3���aO.oc`�
5Y �" PC Concrete Roadvvay Favement
'T}x! �ns T Y �= ► v f�
dollars
and N o cents
per SY $��J. c o $ Z-5 . C� oo . a�
SY 14" PC Concrete Apron Pavement
~r�+ ti ,�.—r� �.� �
d��i�s
and � � cents
perSY $ �Z<ao $�IC�. ��3�.��
.
SY Plant Mix Bit�minous Pavement
^ ���
dollars
and 1� O cents
per 5Y $(g . O� $ 3�i��-� . a o
ProQosal (revised 1O117/02)
Page 18
f
;�
f�
,i
I ��
��
� I
Item S�ec Estimatecf Unit Bid Amount
No. No. Ouantitv Units Xtem Price Bid
1S. P-60� 1,995 GAL Primc Coat
C� N �
doilars
and �l �='7`� ce�ts
pezGAL $ l.�o $ �.`�`�7, �o
19. 15064 247 L�+ 8" PVC Drain Pipe
7-'�.v � raT � S � x
dollars
and !� o cents
per LF $ Z, Ca . c� o $ Lo ,�'�. Z, � e
2Q. Oi568 1
21. 41568 600
�2. 0�.�68 60
�3. L-1Q8 2i5
Propo�al(re�ised I0/17/02)
LS Erosion Protection
Tr�l I�. � F� N c�►�t s� at� aa
dollars
and N � ____cents
pezL5 $ ��cs,00 $'Soo.00
LF Silt i+'ence
C7 tir,�
dollars
and != o e�..�Y cents
per LF $ � . �° o � $ �' c� , a n
LI` Hay Bale Silt S�rrier
t=bu�ti .
dollars
and � � cents
gerLk' $ � .0 � $ ��fl .r��
LF 1" Canduit Xa Concrete Treneh In Existing Runway, In Place
`�t� i �7Y_ -�� ���.
�iollars
a��i � � cents
per LF $ � 3 . � � $ 9 � 'i �'7 . � �
Page 19
i
I'
[u
II,
Item Spec F.stim�ted Unit Bid Amount
No. No. Onantitv Units Item Price Bid
24. L-108 3�,000 LF �" Conduit DB in Treuch €or Taxiway/Runway Edge Lighting
� i'��
�5. L-1D8 1,225
�6. L-lOS 2,,900
Z'�. L-10$ 3,400
28. L-108 2,204
�9. L-108 1,500
Prvposal (revised 1QII7/Q2}
dollars
and J�.t � cents
per LF $'� • o o $� ra , 6 o v. o�
L�' �" Condnit DB in Treacl� for Taxiway� Cen#erline Lighting
Fo,>>�,
dollars
and 1� n cents
perLF $ �".r�r� $ ��9ao.a �
LF Undergronnd Cable, Instal�ed in Conduit or Duct Bank for
TaxiwaylRunway Edgc Lightin�
r.r o
' dollars
and P_ f Ce {d 'r l� cents
perLF � $ 4.�0 � �,3Za, oa
�,�' Undergroand Cable, Tnstalled 'rn Conduit oc Duct Bank for Taxiway
Centerline LighCing
�n
dollars
and Y� G N'i"Y censs
per I.F $ O.'� � �'�., 7�. �, a ca
LF Bare Counterpoise Wire, Insialled in Trench, Inclnding Ground
Rods and Ground Cond�,ctors for Taxiway/Runway Edge
Lighting
i�l t7
dollars
anc! M+ r-r Y cents
par LF $ O. 5 c� � i, 1 0�, o c]
LF B�re Counterpaise Wire, Tnstalied 'en Trenc�, �cinding Ground
Rods and Grounci Con�nctors for Taxiiway Centerline Lighting
N �
dollars
and I� � �TY cents
per LF $ C) ��7 O $ 7 J c� . D[�
Page 2a
I Item Spec Estimated
No. No. Ouantitv ilnits Item
30. L-110 210 LF � Way, 4" Duct Bank
7 w � t�-i �''f
� ; r
l0
I
I
�1
��. L-zxo zoo
32. L-110 �
33. L-125� 1
34. L-1�1 1�
35. , L-121 2
Proposal {revised 10/17/02)
Unit Bid Amoaat
Price Bid
dollars
and JV c� cents
perL�' $ Z.O.va $ ���.Ot�.[�o
I.�' 4 Way, 4" Duct Bank
`l�w�_ea 7 Y r 1 �r �
dollars
and N � cents
per L�' $ Z�'"j . o O $�J , o� c� . o 0
EA Puil Box for 4 Way, 4" Duct Bank
'rt'c-� �2�. rfa T o u�� o
dolIars
and t� � cents
perEA �, �000.oa $ (�.�ob.eo
�� �
L5 Ta�way Guidance 5igns, in P�ace
7�.0 ��-tY �►.1 l v. � i�C�
I�i�l c�.l S a n1 D
dollars
and �V o _cents
per�S $ Z9,�ao.no� Z�, ea��.�rn
EA Type I.86i Light Bases far Ta�iway Edge Lighting
�a �r tt- I�l u�9 b r� l�e Q �
� 4+? � �� i �Tl' -
' dollars
and N d cents
per EA $�-�j c�, o u $(n , 7� c'�_. o p
EA Type L$6$ Light Bases for Taxiway/Runway Edge Lighting
�y�lt_ ��d. 7 � �
�► �+� F � � -�l
dollars
and I� �cents
per EA
g .4��.c�� � � � � .a �
Page 21
,�
Item Spec Estimated Unit Bid Amount
No. Na. Ouantitv Units Item �rice Bid
36. L-121 �5 EA Type L868 L'rght Bases in E:cis#ing �avecnent for Taxiway Centerline
Lighting
.�,o- v�z.. I-i � n+ r� r�� p
Ie � � xc 1 � �Y
' I dollars
and �V o cents
perEA $ L�°'t7o.at� $ it.ZSb.s�a
II
37. L•1�1 �3 EA Type L$68 Light Bases in New PavemenE for Ta�ciway Cemterline
Lighting
� Fo c.s �. �-�i 4r wP V��,f�
` I � doilars
and N a cents 1
p�T�A � GFoO. A� °� �i+�,40.06
�
� 38. L-121 10 EA Load Bearing Blank Cnvers for Light Bases
�i�v�ruTY Fs�/�.
dollars
and � � cents
perEA $ � 7. d � � '750• oe,
39. �.-121 1� EA Mesi�ium Intensity Taxiway Light Fixiures, Including Transformer,
. Lamp, Connections
� T w c3 N�� n• c:� �� i'�
' doLlars
and N a cents
per EA $ Z. o ca . o a $� c7 O�'3 . c�
� 40. L-Y21 2 EA Semit'lush Runway Lights Fiu�tures, T�cluding Tra�sforsner, Lamp,
Connections
it� ca tL }-iu s.s xSR�,►7
!
dollars
. � � and I�S +a cents
perEA $ ��0� �sa $ �04. oa
41. L»l�l 78 EA Taxiway Centerline Lighi Fixtures Including Transformer, Lamp,
i Connectians
�
—�� �e..,�. �_ �-� �s r.3Q��..�
A K�7 �� � s—r Y
dollars
� and t�l � cents
perEA $ 3�50.6� $�„7��nc�.oa
Proposal (r��ised 10/I7102) pabe 22
�
Item Spec Estimnted Unit $id Amount
Na. No. puantitv Ur�its Item Price Sid
42. L-1�1 1 LS Temporary Runway Lighting, Including Psacement az�d Removal
�/ v' iC r-�1 Vn9 f7 rZ� p
dollars
and /J � cents
perLS $ �oo, c7a $ �c�o• c�0
43. L-11$ 25 EA B[ue Reflective Nlarkcrs (5ingle Lens), In Pl.ace
���r��N
44. �'-620 2,`�30
45. P-6�0 7,307
46. P-6�0 1
SF
S�'
LS
doIlars
and � a� T Y cents
per EA � 7�� o_ $ 1 z3 7. 5 c�
Rw�way/Taaciway Niar�ing witi� Type III Rei[ect�ve Beacls
� N �
dol�ars
and �r x�TY �l� H�ents
per SF g t� . fa $ � r� 5 e� .�d ra
itunway/Taxiwsy Marking (B�ack) Non-Ret�ective
N ra
__dollars
and 5E �cTY �tCn w7 cents
per S� $ d . {a $ $ �. �1 � � � 7 Ce
Temporary 1ZunwaylTaxiway Marking, Includ'eug �'Iacement
And Removal
Fi v+� 1-i �� s� r�+�
dollars
and 1� a cents
perLS $ "�'�C»• Q[] $ �00. 00
; TOTAL BID ALTERNATE No. 1 $!, 1 I 3,'�° 9 7�(� Cn
� TOTAL BID ALTERNATE 1, WRITTEN IN WORDS
� r'� ,.R � Nt i L c. � o�►s _ o r� � t-e v �v rr �-� +� Y�-! ��.-r �,.) r�l a � e xaw v, F o �r r.� �-a L► i•r +� t� �7
. � w o N� n� �T Y �� �l +� N DolIars and ��� ��w Cents
��■
Propas�l (revised 10/17/02) Page 23
OCT—�2w2�2 15 � 51 ��t�E�E 8 N I Ci-iE3LS ' 817 ?35 '74L �1 F' .�7�1 �
� � �� ����� �
� �
� ���� ����� �:
� �.��� �ii�: '�"�3�`.�L ��i �.. "� . � 3 5� �3 � fi • z Z_
' �������r� ��n� ; �
��� �r� su��o�� � _ __� . � � �. �-� r� . � � '
�ID �I.'I`��lf�'T� Na. X S'[IB�['t3�'��. � , � � 1 � � �_q, � : � C� �
ti ���� ]�� + BIL�i �7'��i�.'� �a. �. '�'�''�. �i� ���,q � � Ca -T , � �
�
_ �
■ u ir�r.u����i� nii�� rni� � r i � �� � �■ � i u�� �� � I I�Anm
� �+i�!��'�I� •��a.l L�_� �
�.�
Ii1lTA�T�aRI�iL IAT�'ORPI�RAT.F3D �N`�`�i 7'� F�����: $ �, D D b� O C? O•��_�
�,, [�T� C��ES: � � . � 3 5 , 8 'i o . 2 �,. _
'I'OTAi. B�►�� �ID�` �.r-- � � � 3 � . �_� � . � '�. _
���.��I� � �II] ��,� o. l
M.A,'T�RiAi, �IC@RPE3RA'I`E� �PT`T'�I '� PCi�yL�'I': $ 3 i �3 � � _ � � �l • �i S --
A61,L (]'][��� t:H.�tC��S: � � , c� v � , � � � , o 0
T�`�`�4,�, �ASE �IT� � �� AL7E��hT�T� �Vo, � � � _ _ . 5 , � � �i f '� (� "7 � � .�..,...
�'ih�s� ta�ais �ust �� wi� Ch� tot� �i��s show� in th� bid sck�dule ��ar��, For th� ��urposes �f
corr�p�ying �►ith th� T�x�s ia� ��, th€ Cn�t�ctar ��es tki�# �� ch� for a�y m�t�i�s %r cac�ora�d
ir�to the prs�,��,ct ia excess o�tt�+� e,stit�'i�t�d qu�tity provxde,� ��ir� rw�Tl b� na 1€a�� th� t�e in vo i�:e price
ft�r sucla x�t�ri�l to th�, C+a�t�ct��.
r�acor���aylt�g this ��ogtasa�I is ��id �ond vr C�rti�'ied. ��r +C�shi.��'� CI��:1� o� a�tate or I�T�� xan�l ��c
gay�6ie to t.�� ord�r o� Ybr� �ify trf Fqrk �i7ortb �ar - S� e� P�+��r ���----.__ �. T]�o�taar�
�� ..e.) wi�xch a�nount ��sents .fiv� per��nt �5�) a�'the tat� bid ��ic�. �ai� �nflu�t r�ta�rr�es� tc3
�k� �1t��Cf,11�11��58 lIl C� 0�'k�ll� �CG`���dC.� A� E�'l� [�i0�i}B�I, bx�d�r sY�� f� � t� �x�ui� �d �.13 a a�antr�t
on or b�f�� t�n d�y� ��t.ex� �c�p�ice o� s�id �rap��s�, �a whi�� c�s� t� ch�� sla�ll be�or�� t ae ��ro��3'
af �� �ity of P�r� War�h, a�� sIa�ll h� ctmsi�l�r�d as p�,�n�r�# fo� d���s due tn dc�ar• an,� e��h,�r
�nGonve�i�ac�s suf'f�r�d b�+ th� Ci�cy o�' Fort Wo�fih, du� to th� failu�r� t�� the bi�il� �o ��c�ute tJ ie c ant�acr.
Tkie City vf For� V4To�th r�serv�s t�e �i�ht ta rej�ct �txy and ali ���s.
T[�e pwn�cr vvill �,et ar► this �ac�p�sal withir� 9�1 days �allowin� t�� bid op��ira�. Upa� �cce�t�u�ce a�.d
�w�td �f t�� co�tr�t ta k�� c�nd�si��d by t� t]rwner, the u�adar5��nt�d s�.1i �ecut� tk�e �uir�.d C'ont�a�t
T3o�um�nis �nd ��te Co�st��ctia� �d P$y�ent Boncls �ar the ful� �n,ount of �Y�e cd�tr�t will �ln �;ea days
Prop�s�1(r�v;scd 1�/�2f02)
Pa,��S
t��
l�
C1C�'--��-��� 1�� 52 FR��SE 8 N i CFfL7�5 C�1'7 '735 74� �1 !�. mF�i 10
£alfowir�g t.he awa+�d, ta s�cu� pra�er co�plianc;e wi� 4I�� t�� �nd p�ov�si�rr�s of �e �a�ttr� e�c, to insure
�d �a�r�t� eh�e �o�k unt�l �[��1 com�p�eti�� and �c�ept��� �d, � to ��t� p�y;n��nt af'�1� i�w�'ui
cl�ns f�r l��ox p�rfs�r�d �d ��#eri�.� fur�ish�� in �� �rX�'ilLm�r�t of €�ie ��uau�.
'�'h� und�esign�d ce��s �tat �ie �id gr��� c�n�ai�s��( xn this p�par�� k��w� b�n �atefully t heck�d and
az� suF�x��tted � oos�c� anat final. TF�e un�ier�i���d a�r��s tc� su�s���i�y �nmplete aXl wark �c������,d by
ti�es� CQ�tr��ct Da�um�ts witHi� ih� num�a�r q£c�,erld� �y� st�L�� ��l�r�r Fro�ta �t� d��► �st.��lash�d f�r
t�c st� of t1�s warl� as s�t �'r�r� in � wr�tt�� I��tice t� �� ta b� is��i by ilne t3wnc �r ��r �ny t!�
��in�� �'nr tk�� C?wn�r�
H�e �id �7C� ��leYfd.� d�� �
�a�se Bid +�ic! Altean�te 1 �6� C;�alend�r d,�y �
� th� e�+��t �ri,e Caair��tar �a�l� � a4t�,rt s�bs�n�iaY r,��g�l�tion ��'ti�� enti� proj�t (�1i �id xt, yt��a) wirhsn
ti� t��a� s�t f+�t� i� t.�� Prapz���f, �r� �wn�ar m�y rwxtt�la�ld �c���� p�n�.��tly �ri� th� �ar�t� �ctx�r's tot�i
comgea�s��iora tlte su� vf �}�r d�y �� iiqu�da�d d�g�s arnd far adde�i axp�ns�s f�x c ng,i�eorirag
s�r�ic�s, far e�ch consc�u��v� c��l�md�r da� ta �as��rl�c� t1a� work �yon� ��ll�tt�d tt�e. '[iie !�wn��
w�ll � itye �r�18 jud�e �s tp �+�i��� i�e v�rae�t has'��, co�cupt�ted ;witF�ir� th� �Ilatted tir�a�.
Petap��al (�t�ev�s�d IQI��lSI�) Fa�;e �-�
ti�
ij
i
The bidder (proposer} shall completa the fallowing statement by checking the appropr�ate space.
Th� bidd�r (proposer) has � has not _ participated in a previous contract subject to the equal
opportunit� clause prescribed by Executive Orde:r 10925, or Executive Qrder 1 I 114, or Executive
Order 11246.
The bidder (proposer) has�C has not _ submitted a11 compliance reparts in connec�ion with any such
contract due under the apglicable filing requirements; and that representations indicating submisszon
of required compliance reports signed by praposed subcontractors will be obtained prior ta award of
subcontracts.
If the bidder (pro�aser} has participated in a previaus contrac� subject to the equai a�portun.ity clause
and has nat submitted corrtpliance reports due under applicable filing requa.rements, the Bidder
(Proposer) shall submit a coFnpliance report an Standard Form 14Q, "Emplayee Information Report
EEO-1" priar to the award of cantract.
Standard Farm 100 is normalIy �uznished contractors anz�.ually, based on a mailing list cunrently
maintained by the Joint Reporting Committee. In the event a contracior has not received the farm, he
may obtain it by writing to the �o�lowing address:
Joint Reporting Camrr�ittee
1800 G Street
Washing�on, DC 20506
Certification Regarding Debarment, Saspenszon,
In�ligibility and Vol�ntaFy Exclusion
(49 CFR PART 29)
The bidder (afferar) certifies, by submission o�th,is proposal or acceptance o�this contract, that neither it
nor its principals is presently deba�red, suspended, proposed for debarn;ent, declared ineli�ble, or
voluntary excluded from participataon in this transa.ction by any Federal department ar agency. It further
agrees that by submitting this pra�nsal th�t it wi11 include this clause without modif catiazz in all lower tier
tran�sackions, soli�citations, proposals, contracts, and subcan.tracts. Where the bidder/���rar/contractor or
any lower tier participant is unable to certify Co this statem�nt, it shall attach an Pxplanation to this
solicitationlprapasa].
Certification Regarding Foreign Trade Restrictians
(49 CFR PART 30)
Th� eontraetar ar subcontraetor, by submission of aci offer and/or exeeution of a eontract, certifies that it:
Proposal (revised I0/17/02)
Page 2?
a. is not owned or controllad by one or mare citizens or nationals of a iareign country
included in the Iist of countries that discriminate against U.S. firms p�blished by the
Offzc� af the United Stat�s Trade representative (USTR);
b. has noz knowi,ngly euteared into any contzact or subcontraet for this project wiih a
contractor that is a citizan ar national of a foreigz� country on said list, or is owned or
controlled c�irectly or indirectly by one or more citizens or nationals of a fareign cauntry
on said list.
c. has not pracured any product nor subcontracted far the supply of any product for use
on t�e project that is praduced in a foreign country on said list.
LTnless the restrictions of this clause are waived by the Secretary of Transportation in accordance with 49
CFR 30.1?, no contract shall be awarded tQ a cot�tractor or s�bcontractor who is unable to certify to the
above. If the contractor knowzngly procures or subcontracis for the supply of any product or service of a
fareign country on said list for use on the project, ihe Federal A�+iation Administratiou may direct, through
tke sponsor, cancellation of the contract at no cost to the Government.
Further, the cantractor agrees that, if awarded a contract resulting fron� �his solicitation, it wzll ineorparate
thzs pzovision for certificativn wiChout modificatian in each contract and In all lower tier subcon�racts.
The contractor may rely upon th.e certification of a prospective subcantractor unless it has knawledge that
ti�e certification is errvneous. Th� contractor shall provide immediate written notice tv th� sponsor if the
contractor learns that its certification ar that of a subcontractor was erroneous when submi.kted or has
become exroneaus by xeason of chan ;ed circumstances. The snbcontractor agrees to provide immediate
written notice ta the contractor, if at any tirne it learns that its certification was erroneous by reason of
changed circumstair�ces.
This certification is a material representatian of fact upon which reliance was placed when making t�e
awa�rd. If it is later deternzined that the contractor or subcontractor knowingly rendered an erroneous
certi�catipn, the Federal Aviatian Administration may direct, througl� the spansor, cancellation oi the
contract or subcontract for default at no cast to the Go�ernment.
Nothing contained in the faregoing shall be construed to require esiablishment of a system of records i�
order to render, in �ood fait�,, the certificatzan required by tkus pravision. The knowiedge and information
of a contractor is not requir�d to exceed that which is normally possessed by a prudent person in the
ordinary. course of bus�n�ss deaiings.
This certificatiorz concerns a matter within the jurisd'zction of an agency of the United States of America
and the making of a false, �iC�1.t1.pi1S, or fraudulent certification may render the malcer subject to
prosecution under Title IS, United States Code, Section 1001.
Praposal (revised 10I17102) Page 28
i�
��
Buy American Certi�ication
(Avi�tio�n Safety and Capacity Expansion �.ct of 1.990)
� � By submitti�.; a bid/proposal under this solicitation, cxcept for those items listed by the offeror below or
on a separate and clearly identifred attachment to this bzdlproposal, the offeror certif es that steel and each
� manufactured pxoduct, is produced in the �[Tnited SCates (as d�fined in the clause Buy American - S Ceel and
�� Manufactured Froducts for Construction Contracts) and that components of unknown origin are
considered to have been produced ar manufactured outside the Unzted States.
Offerors may obtain from the Citv o� Fort Worth lists of articles, materials, and supplies excepted from
this provision.
r
', PRODUCT
' ACgNOWLEDGMENT OF ADDENDA:
Addendum No. 1: (�► � /� ' � �' ° �
� -
Addendum No. 2: �� l� ��7' � �-
i` � /],,
Addendum No. 3: C�'� B /o �� 2 r� 2
COUNTRY OF DRIGIN
R:�i ' ��"Ti��� . � .
Addendum No. 5:
(Please initial and date)
/�'2`� �Z
i��Z`��o2
/b-z� 02..
ACKNOWLEDGMENT OF OTHER DOCUMENTS:
, .- - --- -- _
Wage D�termination: ( '�Q iD -� Z�—o2
' Lahor Provisions: ��� �Q � 2`� �� 2
Affirmative Ac�ion Progz'am: C�6 l� - Z`'� '°�
Proposal(revised 10/17/fl2)
{Please initial and date)
Page 29
�1
�� MQ���� �� �2.. ��C . ���5
BIDDER
�/� � f �" �S ro��3 i -
II
Si nature Title
�
� ��.��~ � C� /�2rs r��] � ,
Address
f� r.� 5 Tb r� ,~%�G %�a ��
CitylState � Zip Code
Telephon� Number: 28� r � � ���7� %
Fax Number: '�f3! � $ Z t - �9/ �
Date: l� � Z`�� a 2-
Note: The fallowing certificatians shall be submi�ted with the proposal:
Proposal (revised 10/17/02) P��� �4
CERTIFICA'i'�ON OF BIDDER REGARDli�YG.
EQUAL EMPLOYNiENT OPP4RTUNITY
GENERAL
SIDDER'S NAME: ��'�"'�Pd��� ��g�- ���' ( ��S
ADDRESS: � `1'� � 3 �`��"� � � � �•
-�r.c.S`T�ta ��(iC '� �D ��
INTERNAL REVENUE SERVICE EM�'LD�ER IDENTIF'XCATiON NO. I" ?�' Z� �"`�`� l� �-i
NONSEGREGATED FACII,ITIES
I ' `
NOTICE TO PROSPECTIVE FEDERALLY AS�ISTED
CONSTRUC'1'IDN CONTRACTORS
{41 CFR 60-1.$)
(1) A Certificat�nn oi Nonsegregated Fac�lities must be submitted prior to ihe award af a federally assisted construction
contract exceeding $].O,OOQ which is not exernpt from the pro�isions o� the equal opportunity clause.
(2) ContracEors receiving federally assisted construction contr�et awards exceeding $10,000 wi�ich are not exempt fram
, the provisians of t�,e equa� opportunity c3anse will be required to prow'rde for t�e £orwarding of the £o1lowing notice
to prospective subcontractors far suppliss and construction contracts where ihe sabcontracis exceed $10,000 snd are
� not exempt from the provisions of the eqaal oppoxtcxnity clause.
NOTE: The penalty for �acxa�ing fa�se statements in offers is.prescribed in 1$ U.S.C. I001.
NOTICE TO PROSPECTiVE SUBCONTRACTORS �F REQUIREMENTS �'OR
CERTIFICATION OF NONSEGREGATED FACILI'1'iES
,
(1) A Certif'rcation of Nonsegzegated Facilities mnst be submitted �rrior to t�►e award of a su6contract exceeding $14,000
whic� is not exempt fram tl�e pro�isions of the equal apporturiity elause.
{�) Contractors receiving sabcontract awards exceeding $10,OD0 w6ich are not exempt from the provisions af the equal
opportunity clause wr'll be required to provide far the forvs+arding of t�is notice ta prospective snbcontractors for
supp�ies and constr�ction contracts where the subcontracts exeeed $10,000 and are not exempt £rom the provisions
of the ec�ua[ oppartumity clause.
N4T�+ : T�e penatty for malung false statements in offers is prescribed in 18 U.S.C. 1001.
.�
CERTIFICATION OF N4NSEGREGATED FACILITIES
The federally assisEed construction co�tractor certifies that he does not maintain or provide for his employees any
segre;�at�d facilities at any of his est�blishments, and ihat he does not perrnit his employees to per£or�an tixeir services at
any locatian, under his control, where segregated facslities are maintained. xhe fedexallp ass�sted constrnction certi�'ies
further ti�at he wi11 not ma�ntain or provide for his emplo�ees any segreguted facilities at any of his establishments, and
that �e will not permuit k�is emplayees to perform their services at any location, uz�der hss conErol, where segregated
facilit'res are mnintained. The federaIly ass�sted cvnstruction cvntractor agrees that a breach af this cert�cation is a
�iolation of t�e equal oppartunity clause in this contract. As used in this certif'xcation, the term "segregated FaciEities"
neeans any waiting rooms, work areas, restroom,s and washrooms, �estaurants and other eating are�s, t�mec[ocks, locker
roonos and other starage or dressing areas, parlcing lats, drinking fountains, recreation or entertainment areas,
transportation, and housing facilities prnvided k'or emplopees which are segregated by exp�Rcit directive or sre in fact
segregated on the basis af race, color, religion, sex, or national origiu, because flf habit, local custom, or any other reasan.
'I'!xe federally assisted construcEian ngrees tiiat (excep# where he has obtained identical certi�catioas from praposed
subcontractors for speci�c time periods) he wiil obtain identical certifications fram proPosed snbcantractors prior to the
award of subcontracts exceeding $10,000 vvf�ich are �ot exempt #rom t�e provisions nf the equal opportunity clause, and
that he w�ll retain such certificatians in I�is files.
NOTICE TO PROSPECTIV� C4NTRACTORS OF REQUIREMENT F4R
CERTIFICATION OF NONSEGREGATED FACILITIES
A Certii'xcation af Nansegregated Facilities m«st be subnn�itted prior to the award oF a contract or snbcontract
exceeding $10,�U0 whicla is noE exempt from the provisions of the Equa1 Opportunity Clause.
CerEificat':on - The in%rmation above is true and camplete to the hest of my knawledge amd belief.
�� t�L� '� � n..� ��'i V L c� P2 c� t p�
Title of Signer {Please Type)
�
./� V � � " Z � �Z
Signature y Date
NOTC: The penalty far making fa[se statemenks in of£ers is prescx�bed in 18 U.S.C. 10ii1,
,�
i
�I�va�
�
VENDOR CO�VIPLIANCE TO STATE LAW
�I
I ��
� ri
li�
The 19$5 5ession of the Texas Legislature passed House Bill 620 relative to the award of contracts ta
nonresident bidders. Tlvs Iaw provides that, in order to he awarded a contract as low bidder, npnresident bidders
{out-of-State eontractors whose corporate afFices or principal place of business are nutside of the State of Texas)
bid projects for construction, improvements, supplies or services in Texas at an arnount lower than t[�e Iowest
Texas resident bidder by the same amount that a Texas resident bidder would 6e required tao u�derbid a
nonresitient bidder in ozder to obtain a comparable contract in the 5tate in wtuch the nonresident's principal place
of business is located. The appropriate blanks in Section A rnust be iiIlad out by all out-of-State or nonresident
bidders in order for your bid to meet specificatians. The faiJtire of out-of-State Qr nonzesident contractors to da
sa will automatically disquaIify that bidder. Resident bidders must check the box in Sectian B.
A. Nonresident vendars in {give State), oar principal place of bnsiness, are required to
. be percent lower than resident hidders by State law. A capy of the Statute is attach�d.
Nonresident vendozs in (give State}, our principal pIace of business, are not
required to underbid resident bidders.
B_ Our principal place of business or carporate offi�es are zn the State of Texas.
I:i DL7:�:�
1�[
�1-�-�.vi Pf►C�*� �,.Q�7�C. �G, y"��AS $y; l� N� �-�� 4 c�ft-�7 �'
(Please print)
� � 333 �� s �ta� � .
t'�Ouy�a,.J )`�C "7�� 3�
City State Zip
`�,
S�;natuxe:
�
Title: !/ � e..� I/L �,j 1�c�
(Please print)
THTS FORM MUST BE R�TURNED WiTH YOUR OUQTATION
�
�
L�(SiRtiCTION FOR Cpi4iP1�ES'IO�i OF SF-i..Z.L, D�SCLOSURE
OF LOBBYZNG ACITYI'7'zE,S
Thu diu3asure fnrm sha31 be �ompleied bp the reporting entitp, whether su6awardee ar prime Federa[ recipient, at the initiation or
re�eipt of a cooered k'ecieral action, or a�aterial c�ange W a previaus t'�ling, pursuant to ti[le 31 U.$.C. sectioa 13��. 'I'�e t'ding of
a iorm is reyuired for earh papmeni or agreemer�t tn make paymeut tn anp b�bping entity for inquiring or att�mpt'sng to infiuence an
otTicer or emp{ayeeof au9 ageacp, a i�tember of Caagress, an ofiscer ar employee of Cangress, ar an em��Oyeenf a�[ember af Coagress
ia connectian with 8 Covered Federal aetion, use the SF�LLi.-A 'Continuatian 5heet far addicioaai ini'ormatiou if the space on the Earm
is inadequate. Compleie all item5 ti►at aQplp for both the initiai filing and material change report. ReFer to the impiemesaeing guidance
pabli5hed bp tbe Off'�ce of hlanagemeaC and Budget Cor addiiSonal infart�ation:
I. Ideatify the type of covered Federal actio¢ far whic� lobbying activiEq u andlar has heen secured to int�uessea the
outcome Qf a cavered k`ederal actian. �
Z, identifp tfie status of the covered Federa! actian.
3. Idet►tify the appropriate classification af thu report. If this is a FQIIo�p report cansed hy a material change to the
in[armatian preriouslp reported, enter th�e Sear and quarter in which the chaage occurred. Enter the date of the last
previously su6mitied repart �y this repartiag entitp far this covered Federal action.
w
b. Euter the full name, addrets, citp, state and xig eode of the reporting entit�. Inciude Congressionai District, if know�.
Chee4s the appropriate elassiiic�kion oC the reparting entitp thai designates if it is, ar ecpeccs to be, a prime or su6award
recipient. Identifq the tier af tlie subawardee, e.g., the !'�rst suhawardee of the p�ime is the Ist tier. Subawards incl�sde
but are not lisnited ta subcantratis, subgrants and cantract awards under grants.
5. Tf t3se arganizatian fliag the repart in ite� 4 ehecks "Subawarde�", then eater the fuLl name, address, citp, state and
z'sp code of the prime Federal recipienG Include Congressio�a! T7istriei, it icnarm.
fi. Euter t3�e name of the Federai agencp makiog the award or loan commitmeut. Iuclude at least one arganizationa[ Level
helaw agency name, if known. For �cample, I}epartmeat af Trazupartatian, ilnited StatPs Coast Guard.
7. Enter the Federal program name ar descripciou Cor the covered Federal actian (item 1}, If fcnawu, enter tise Fu[I CataIog
oC �ederal I3�mestic rlssistauee (CFDA) Qumber for granLs, cuoperative agreements, ioaas, and Iaan.commitruents.
� 8. Enter the mast apprapriate Fedez'al identii'}'ing uumber avaiIable for the Federal actian ideati�ed ia itecn 1{e.g,, Request
far Propassal(RFP) number; Iuvitation Far Bid (IFB) numher, grant annottncement aumher, the coatract, grant, or ioan
` award nnmber; the apglication/groQosal coatrol number a5signed hy tfte Federal adency). Include preFiYeS, e.g., °.YtFP-
DE-$0�-001."
9. For a co�ered Federal actian wi�ere there has been an award or ioan cammitment bF ctie Federa! agency, eater the
Federal amount of the award laau com�itmeat Por the prime eatity identired in item 4 or 5.
14. (aj Enter the PuII name, address, citp, state and zip code oi the Iob6ying entity �ngaged i�r t�e reporting entiiy identilied
in item 4 t,a iniluessce the covered Federal actian.
@) Euter tb,e CuII naates o! tne individual(s) performing ser�ices, and include t'ui1 address i� diFferent froul 10(a). Enter
I.ast Name, Fsrst Name, and btiddie Initial (�II), "
11. Enter tk�e amount oF campexuation paid or reasonably eYpeciEd to he pai� by the seportiva e�tity �Eem d) t,o the lobhpin;
enti#p (iteat 1Q). Indicate whethe.r t}ae papment h�s Y�een made (actual) or wili he made (pEanned)• Check alI baxes tlsat
applp, Tf this u a mater�aI change report, entet the cunxutative amaunk o! payment aiade or pianned to he made_
L. Cheek the apprnpriate bax{es), Check a!1 bases that apply. If paymeni'ts made thraugh an in-kind contribut�on, specify
tiie nature and vaiue of the in-kusd payment.
I3. Check the appropriate bax{es). Check aII 6oxes that apply. If'ather, specify nature.
1.4. Provide a specif'�c and deta'sled d�scription af the services that the tobbpist has performed, oc wilI be ��cpected Ga perfarm,
and the date(sj of anp se�cvice-s rendered. Iaclude ak preparaLury aad reIated activit�, not just t�me spent in actual
enntatt with Federal ofFiciai�. Identifp the �'ederal oCfcial(s} ar eraployee{s) contacted nr the ofEicer(sj, empioyee(s), ar
Member(s) af Congress that were contacxed.
15, Che�k whether or not a SF-LLL-A Cantiauation Sheet(s) is aktacht�.
16, The cEs�tifping oft'icial sttal2 sign and date ihe foruy, priat hislher name, tide, and teiephoae numbe�-.
Public reparting burdess fnr this coIIectiaa of isaformation is estirnated to average 30 minut� per respaose, inciuding time for reviesvi.cg
instructzons, 5E31'CbiII� e'ti5tiria data saurce3, gathering and mairsta;ning the data nees�ed, and cfl�pleting 1IId �C1�1CW1II� C�3C COIiE�CiQII
of inCormatian. Send camiaents r,artiiag the bnrdea estimate ar any other aspect af ti�is caiie�iiou oi inlarsz�aEion, iucludiag
su;�est3ans for reducing this burdra, to tl�e QfFice of �1aa�gement �nd Budget, Paperwark Rz�duction Praject (034$-0O�t6�, Washingtnn,
D.C. �0503.
I
DLSC�:OSURE OF IAE$Y�L'�iG AC'YTS+TITES
Complete this form tn discsose lah6ying attivities pursuant
ta 31 i1.5. C. 13 �?
(5ee reverse For p�hEic hurden distlos�re)
�. Tppe af �'ederal Actscsn: �. $[atus af Federal Aciion:
a. contract
b. material change �
c. tooperative agresmeut
d. }aan
e. laan g�arantee
L loau insurance
4. Name and AddrEss oi Reporting Entitp
� Prime �] Suhawardee
Tier . if lcnawn
Congr�ssionaj District, if knovrn:
b. Federal DepartmeatlAgeacp:
8. Federal Acti�u �`ia., iF knnwn;
10,a. Name and Address af Lobbping Entitp:
if individu�l, last name, first name, hII):
11. Amaunt of £'apment (check all that apQly�.
a. hidlaFferlappiication
6. ini�l award
c, post-award
3. R�port Type:
❑ a, iaitial filing
6. material change
For Nlaterial Chaage On1y:
year quarter
date ai last repart
5. TF Fteparting Entitp in Na. 4 is Subawardee,
Enter Name and address af Prime:
Congr�sioaal D'utric#, if known:
7. Federal Program Name/]Jescriptian:
CFDA Nv., iF appzicab[e
9. Award Amount, if known:
S
6. Individual5 Perforraing Service5 (iaeluding
address if differeut from l�a.
Frst n�me, hII):
13. Type ai Payment (checic all that applp):
S actual planned a, retainer
�. ane-time Fee
12. Form oC Paymesst (c�ieck ali that apply}; c, commxssian
a, cash d. contingent fee
b. in-kiud:specifp: naEure e, de[erred
value f. ather:specitp
1�3. Brief Descriptian af Serv'sCes Performed or ta he Perfarmed aud ❑ate(s) of 5ervi�e, includiug afticer{sj, euiplapee(s), or
I4fember(s) contacted, �Car Payxaent Iudicated in Itesa IL•
I5. Cantiuuatiau Sheet(s) SF-LLL-A attaehed: Q Yes � Na
� 16. Information requesteci through ttiis farm �s au[harized hy titEe 31 U.S.C. �� �
5e�ctiou 13�L. This disc3dsure aF ]obbping act�vities is a mater�I Signatvre: ,,!
• repr�entatian of !'act upoa whicl� retiance was placed bp tbe tier abave when `
this trausactian was made or entered inta, This disclosure is required Print Kame. �%��t-c.�S ��I�C.,�1�7'T
pursuant tn 31 [lS.C. 13�?. '�'hi5 informatioa wil! 6e reported tn [he �/� �
Congress semi-anuu�IIy an� will be a9ai3ahie far public inspectian. An� Tit1e: !/ t� �� .�( ����'
pelsaa w[�o fai3s to f�Ie khe rec�aired disclasure s�aII be subje�t to a civii penalty
o[ not less k�an S10,OQ0 and not more kha� 5100,000 for eacil sucii failure. Date: �� �2� a'Z-
F'e�eral Use Oaiy:
0
Telephone No.: Z'�r'~ q�'�"` S�i� `%
Standard Farm-LLL
�
C�RT�FICAT'ION REG�RDL,�G LOBBYT�iG
Certification for Contracts, Gran�S, I.oans, and Coaperative r`�breernents
T'ae ursdersigned cenifies, to the best of his or her knowletf�e and beliei, tizat:
1. No Federai appcoQriated �unds have been paid �r wil� be paid, by or on behalf o�f the undersi;ned, tc� any
person far influericin; or arternptin� to infiuence an ofrscer or enployee af any a�ency, a Member nf
Con;ress, an afficer or employee of Congress, ar an ernpioyee a� a�fembzr of Can�ress ia cannection
wirh the awardaa; of a�y Federal cantract, the makin; af any Fedeca� grant, the makin; of Federa,l loan,
the enterin; into af any coaperative agr�ernent, and the ex[ension, concinuation, renewai, amendment, or
madi�cation of arty Federai cantract, grant, iaan or cdoperative agreement.
2 If any funds orher than Federai appragriated funds have bz�n �aid or will Ue paid co any person foc
influencin� ar attempt'tng tfl influence an o�cer or emplQyee of any a;ency, a Member af Congress, an
ofr�cer or emp[oyee of Con,ress, or an employee of a Member of Can�ress in connectian with this FecieraI
contract, grant, loan, or congerative agreement, the undersign� sha1I compiete and su�mit Standard Form-
LLL, "DiscIosure Form ta Repart Lobbying," in accordancY W1LEI i[.5 1I15CiltCllOitS.
3 The undersigned shail require that rhe lanauage of this certiFication be incfude� in the award dacurnent�
for �lI sub-awards at a�I tier5 (including subcontracrs, sub,;rants, and cnntracts under granr�, Ioans, and
co�perative a�reements} and rhat all sub-recipient� ShaIl cercify and discivsa accordin;ly.
'Tl1is cenification is a materia� representation of fact upon which rzliance was pfaced when �his transactior� wa�
made or entered into. Sttbrr�ission of this certification is a prerequisite fpr makin� or entertng inCo ti1i5 transacti0n
imposed by section 1352, title 31, U.S. Code. Any person who fails to file the required certification shall b�
subject ta a civil penalty af nQt l�ss than $1Q,000 a�d not more than �1Qfl,000 ior each such faiIure.
l��Z�—O2
D ate
�S i�nature
(/� � ��'t�Q �T
Tit1e
�f�l�a n�/'i�G,cJ� �1�',1�f.K �C . , %�'X.4 S
� .
Or;ans2atiorz
,6
f
E�PERIEN�E RECOl�D
�
List af projects your oz'ganization has successfully cpmpleted:
Amaunt Of Contract Type o#' Wark Date Accepted Name and Address af Owner
A�rvard
. _ . ,.---- .. . � QPr� Q �. .
l$ r�t,i�,t..►�i� b3�bgY Ac�?���+r' � ; � � Z ��rp � �u.s-�
��'�,.� �0.tci �aY
� Wl�l t.(.. � �i `�� �j " � �- o � ,,•
� � �-����Y `
1 0 �M��.�„ t�-�.7 y ca t�I ��� M� 1 �
�sv�.P ���h�
� M��Lca� S � � —�c� ��
���
List of projects your organizatzon is now engaged in comgleiing:
Ax�tount Of Contract Type of Anticipated
Award Work Date of
Completion
--- ��� , . ,
�5�. �►,.�., �,.� ��.a�a�r � -� i � o �
� �a ��
L�'s �nIC+�,i� �AGL6..�,�y ��-ti"`�Z
� rv�.«.�..c a� �c.e Nwr� Y C� � ����
\ n� � /
'4. � � L L.C�i �+�--� "�`A�(4 c.�.7,�1 � S l9 t '— � �7
I..ist Surety Bonds in force an above incomplete work:
Date of Contract Avvard Type of Wor[� Amount of
Bond Bond
Name and Address a� Owner
� {� � �u�
� �.-� a� �.c��
�r�� � � �
���Y s� ��.s�
Name and Address of
S�xrety
E�ULP1VIEl�T SCHEDULE
L�st of Equipment owned by Biddez that is in se:rviceabl� candiiion and
available �or use:
�.- L S i C�&*� � T�1..� c) � p� �� ��� S,� �.�/
� �,��d+�c P�4 �� ��. +o�+�s ��L '�-� �D��
, � �� C. �S � r� L...,�,�� s �a.�..����c �;�-� � .�1 �d.,Le Q•
R �
� Portions of vvork Bidder proposes to sublet in case of Award of
� Contracts including amount and type:
�.C.�Gr2c�.�c. � S�21P� � l'�-ass � �� ��c�
��--*� �� �rt
�
_
+ ', �
I
�
�I l
I
AiTAGHM�Ni 1 A
Page 1 of 2
! �l'i]j �� I�oC� �1�l�Cfh
� i �isad�+antage �usine�� �n��rprise Sp�ci�i�t��c�r���
e,r-�,r� �r G il �.j`.s�� � i _ ,� '- : .e
�� , D�� UT��I�ATI��
.� , .,
' ���P��� cci���ft. �c.�, r�C�� . t� -� �� ����'� �� ,6
PRIME COMPANY NAM� BID QAT�
: ) ��Li�.n)C� � c���� t.��" ��n-�a�'7xixr�a`f �� ��.�t�i' � 3 83q
� �Pa0J�C1' NAME PROJECT �iUMeER
�r � CTI'Y'S DBE FROJECT GOAL: ��,�,� � I DBE P�RCENTAGE ACHIEVED: ���o �
I�ailure:#o camplete this farm, in its entir'ety with supporting dncumentatian, and received by the Managing De�artrneni
, on ar before 5:00 p.m. ii�e (5) C�ty husiness days after bid opening, exclusive of bid oaening date. will resu[t in tf�e hid
being considered non-responsive to bid specifioations. _;__ _ _
,�
ihe undersigned t�idder agrees to enter into a farmal agreement with the DB� firms. fior wor�rt listed in this schedule,
• �canditioned upan execution of a contract with the City of Fort Worth. �!�!P intentianal andlor k�owing
misrepresentation of facfs is grounds for consideration nf disqualification a�d will result in ?he b1d being c�nsicfered
�non-responsive ta specifications. - _� _ •--- , - - ,,- — - — - �
,
Company Name, Contact Name,
Address, and '�eiephvRe Na.
'MC.��E-�t.� �.t.+�?L�L'
� o., ��K . L�6 4. _. . _ .. _ .�.�.
i ...��e�._0,.�.�_��?l��-.
, �� ����.� � .
�
����t� �� � � �z�
C.� �iT�LfT'l�5 .i N C . �
, ��?�•. B�,s�„4v-�--
� 5,��� , �cx ��9 7
� '7`i+Nt �� aa� �-�
� � �2�ti� �k��- �'o
, �----- — - - � — --
: , _ _ �.
�
-. --� _ _ _.__--_.
� _ �.�
I
Cenified �Specify All Caniracting Specify All Items to he
--� Scape Ot Vllork. f*) . Suppiiec#(*}
� �' '
� tio �
i .�x �.
i
�X► }�,ULtA�Ia �" �ec�lL.�
��.2 D � �► �i1.- � �a J�� —�L�, s �3ar
2
���s�
c�a�7�r��ND
�c s-�a�•� s�� �
� L`�Ccs l. �-anl �'S
.� :
��
y� d
�---
�n F-
�
1
�allar Amount
i
J�l���[ao,�
�9�i�,8�•�°
.. .-- ...�___ _._ _ .... _ �...�... _ _. ... __. ...__ __..
,,_ _. . . - - - . . u .__. _ ..
���
� �B�s must be located in the 9{nine) county rnarketplace orcurrenily dainq business in the marketplace atthe time of bid. �
� 1 . . .. -
'(*) Speoify all areas.in which bBE's are to be uiilixed andlor.items ta be su{�plied: �� � �
��(") A complete Eisting a4 iierns ia he supplied is required in ordec to reaeive aredit tQward :!:a DBE qoal.
�{�*) Identifyeach TYer level. -��BAr: Means the:level of subcontracting he[ow the primecanfractarlconsultant, i.e., a direct payment �
y� ��nm the �rim� contractor !o a su6cnntracfor is cansidered 1�` tier, a payment by a subaontractor to
I � :ts s�pplier is �.onsidered 2"d tier. '
,
�
THIS FORM MUSi B� RECEIV��3 BY TH� MA�VAGIiVG I]�PARTMENT SY 5:00 p.m., FlV� (5) GITY SUSINESS �AYS AFiER BID
OP�NING, �XC�U5iVE O� 7M� BiD �PENiHG QATE
� Ray. 612l98
� � Pages 1 and � of Attachment 1 A must be received by the Managing Deparfinent
��1 *�i�i114� F �l \� L��� A ��1,A�
i
�
CER7'r�f' QT�,�SURANCE
TO: CTTY DF FORT WORTH Date;
NAME OF PR07ECT: WEST CARGO TAXIWAY IMPROVEMENTB AT ALLIANCE AIRPORT
PROJECT NUMBER: GR76-OS5218565010
1
i I d5 TO CERTIFY THAT : CHAMPAGNE V4'EBBER INC.
�. , � is, at the date of this certifieate, Insured by this Com�Sany with respect to the husiness operations hereinafter described, for
; 4 i the tyoe of insurance and accorciance with pravisions of the standard policies used by ti�is Campany, and furtker
��ereinafler �escribed. Exceptions to standard policy noted an reverse side hereof.
� � i TYP� OF INSURANCE �
. Policy Ef�'ec[ive � Expires Li�its of Liability �
Worker's Compensation
Compzehensive General
I,iahilxty Insurance {Public
� Liability)
f B lasiin�
i� CoIlapse of Building or
structures adjacent ta
excavations
r � Damage to Und�rground
Utilities
Builder's Risk
Comprehensive
Automobile Liability
,1 �
u�
��
Cbntractual Liability
Other
Loeatior�s coyered: �
Description of operatiofls cavered:
The abo�e policies either in the body thereof ot- by apprbpriete endorsement provided that they may not be changed or
canceled by the insurer in less than fii�� (5} days after the insureci has recei�ed written no[ice of such change/or
canc�llatio�.
Where applicatrle local laws or reguIations require rn�re than five (5) days actuaI, natice of change or cancellation to be
assured, the above palicies eontain such special reqairenients, either in the bady thereof or by appropriate endorsement
thereto attached.
Aeencv
' ' Fort Worth A�ent
I Addr�s�
.�
Insaranee Company:
S�r
Title
Badily Injury:
Ea. Qccurrence: $
Property Damage:
Ea.Occurrence: $
Ea. nccurrence: $
Ea. Oecurrence: $
Ea.Occurrence: $
Bodiiy Tnjury:
Ea. Person: $
Ea. �ccurrence: $
Property Damage:
Ea. Occurrence: $
Bodily Injury:
Ea.Occurrence: $
Property Damage:
Ea.Occurrence: $
�,
CONTRACTOR COMPLIANCE WITH
WORKERS' COMPENSATION LAW
Pursuant to V.T.C.A. Labor Code §406.96 (2400), as amended, Contractar certifies that it
provides workers' compensatian insurance coverage for all of its employees employed on
� City of Fort Worth Department of Engineering No. �a3� and City of Fort Worth
Prflject No. ��'�LP r 539 � 2� .. aSSz� gS'(,� ��
I
�
�
��
�7i :4��Ir�M�-�'
COUNTY OF TARRANT
.
CONTRACTOR
C�c�M�a��� �gg�. �c., i�ca�
B : �J4.�/
�
Name: �f-�f,A � +�ES ��.��-
Title: V, C€ �2.� S r���
Date: f � -' Z�—a 2
Before me, ihe undersigned autho�ity, on this day personally appeared
�Nwrz►.�.s ��c�N�T , known to me to be the person whose name is subscribed to the
� forega�b iustn�ment, and� a"�cknowledged to me that he executed the same as tha act and
�, deed of (� �rv+Q�ab�u� (,v�(�St� �N� .`"T�C� � for the purposes and
consideraiion therein expressed and iz� the capacity therein stated.
', ' Given Under My Hanc� and Seal of Office this 2-� day of �-Y 20 ��-
,
.. c::x''3�:'�+°�YP�i==c s � 6
����� ����� �����R� +
'q���N���,�Y P1J�Lf�
t3t�t� of �'�x�� �
'�o�� Carrirn. �xp. (}4-25-2aU4 �
y��- _ p-�
�
Notary Publi¢ i� a�for the Stat�llof
Texas �
�
�
�c7i�TT) NCl . 3'��C5BYi5 72
PERFQRMANCE BUND
THE ST'ATE �F TEXAS �
KNC}W ALL BY 'THESE PRESENTS:
COUNTY OF TARR1a,NT �
r. f� .
. ���
That we (1) CHAM�'AGNE WEBBER INC. as Principal herein, .and (2) Hart�oxd F�re Insu�ance i'�??!!Aan;
cnrparation organized under the laws of tEie State af (�) Connect�.cut, and who is authorized to issne surety
bnnds in the State of Texas, Surety herein, are held and firmly bnund �nta the City of Fort Worth, a municipal
carporation located in Tarrant and Denton Coua�ies, Texas, Obligee herein, in the sum of: �
FIVE MILLION EIGHT HX]NDRED FORTY-NINE THOUSAND THREE HUNDRED SIXTY-S�VEN,
AI��D 881100 ..............................................:.......................................�..............:...................
($5,$49,367.$S) Dollars foz th�; payment of which sum we bind ourselues, our heirs, executors, adzninistrators,
3�c�essors and assigns, jointly and se�erally, firmly by these presents. �:'
�4�.r�T.tFA�, Principal has entered irito a c�rtain contract with the Obligee dated the -�,'a�
200� a co�y of w�hich is attached hereto and made a part hereof, for the eonstruction of:
WEST CARG� TAXIWA� IMPROVEMENTS AT ALLIANCE AIRPORT.
� NOW THEREFORE, the condition of this �bligation is sach, if the said Principle shall faithfully pei�form
�! tk�e work in accordance with the pIans, speci�cations, and cantract doc�inents and shall fnl�y indemnify an� hold
harmless the QbIigee from all costs and damages which Obligee may suff�r by reason of Principal's defau2t, and
reim.burse .and repay Dtiligee for aIl autlay and expense that Oblzgee znay incur in making good such default, then
this obligation shall be void; otherwise, to remain in full force and effect. • .
, !.
�ROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2'l53 of the Texas Government
Code, as amendad, and aIl liabilities an this boad si�all be determined in aceardance with the provisions of such
statuEe, to the same extent as if it were copied at length herein. �
IN WTTNE3S WHEREOF, the. duly authonized representatives of the Principal and the Surety have
executed this instrument.
---, � , � .
SIGNED aad SEAL.ED this ' u�' � . 2a0Z. �
ATTEST: .. ,�►ttiiti�n��rrr��
���`�```,��� ��q''i,,,��,
y� �.��• �• .�pq�ir
, `.
� ` yt : I��
;l��,, : � :
�' �
����"''��,,,,,,,;t�������«,���°`��`
CHAMPAGNE WEBBER INC. � 7���-s
PRI1�T1/�a��
BY:
T�ti�: � � A �
14333 CHRI.SMAN ROAD
HdUSTUN, TX '�7039
,��% � �Address)
� L'7"' ��� , Flartford �'ire Insur�nce Comnanv
. !�' .�,3ess� Pri�nci�pa�l � rJ�, ����t /� Surety
I ,� �- - ---
Address �Y: ��'�'L� ' �' {�� �/L.�[,c.d..L�+�.._�
`� � • AITEST: � Denise A. Madden (Attorney-in-fact) (5) . �
�
(SEAL)
�
�
a
(Surety} Secretary
COUI�T�RSIGNATURE:
�
r , �
��
� �, ��� � �J �' /r ', .
Tracey Tu�ker, Texas REsident Agent
Z06 E�as C $tl� S�ree� � .
Fort Wo�th, TX 76IQ2
T�cker Agency, Tnc. .
�s
,�I 1C%��v^. �:`_ �� i-•v` =J
� Wittiess as tp Surety
'y 6054 Livernois Txoy, MI �►8098
(Addcess)
�
5445 G�orparate Drive Troq;. MI 4$098
(Address) Z4$-8Z2-b4S6
N01'E: Date of Bond must not be
. prior to date of Cont�ract
(1) Correct Name of Contractor
(2) Correct name of Surety � �
(3) State pf incorporation of Surety
Telephone number af surety must be.stated.
In addition, an original copy of Power of
Atxorney shaq be attached to Bond by
Attorney-in-�act. � � .
The date of bond shall.not be prior�to date of
Contract. �
-1
0
VIIHEREAS, satd Contractor binds itself, �apan receiving notice o# �the n��d therefore tn
repair or reconstruct said Work as herein provided.
NOW THEREFORE, if sajd Contractor shall keep �nd perform its said agreement #o
maintain, r��air or rec�nstruct said Work in accordance with ap the terms a�d condiiions of said
Cantract, these presents shal! b� null and vaid, and have no force or effect. Otherwise, this
Bor�d shal[ be ar�d remain in fufl force and effect, and the �ity shall ha�e and reco�er from
Cantractar and 5urety damages in the premises as prescribed by said Contract.
This obligation s�afl b� a co�►tinuing ane and successive recoveries may be had hereon
for successive breaches unti� the full amount hereof is exhausted.
IN WITNESS WHF���F, this instrument is executed in � counterparts,�each of wh�ch
`�����1 fr�iyp��` . - - �
shall be deemed an��g�����,iday,.�f . A.D. �002.
ATT�ST:
. �S��l�
�
Seeretary
�
ATTEST:
(SEAL)
���� � � �
:�=: �t
r. }�`�
f }f�fFF��JIIII��.,.�1�1���
� ' � C�
� �
:` r�r�� CHAf�I�'AC1V� WE��ER INC.� ���
; a
��� Contractor
�s .
,�
\'r
_ I,�y'
Name: �"� �� -��
Title: "�'�'
T-lartford �'�re I�nsuranca Company
Su rety
' + ` '
-� tipti,�'4 [� ��� '`
Secr�tary
COUNTERSIGNATURE:
' �
I �y. � � 1 . vw` �"� V'-�. �, ,� � A -�
Name: ��ni�e A. Madden, .
TItIE: Attdrney-in-�act
n- „ , , �-- ;:
Tracey Tuc�er, Te�as l�esident Agent
206 �ast 8th-5treet
�'art Wox-th�, TX 76 ].02 �
�ucker Agency, Inc.
�
54�+5 Corporate Drive � �
Troy, M� 48098
q��r��g Phone: 248-822-6456
�
P30�'L �0. 35'R�;RY?517
PAYMENT BOND
���E STATE OFTEXAS �
� 1�NQW A1.L BY THESE PRESENTS:
. j , COL3�I'I'Y f?F TARRANT � ir�
� ��p.-s �•[l TTIP B.R��7
That we, {1) �HAMPAGNE WEBBER INC.,,as Principal herein, and (2) ��rtfar_d Fi�e -i.nstzance
'� , a corparatian organized anc� existing �nder the laws of the State of (3) Connec�icut � sur.ety, are
held and firmly bound unto the City,of Fo�t Worth, � municipal corporation located in T'arrant and Denton Counties, .
� Texas; ObGgee herein,' in the amouut of FIVE MILLION EIGHT HUNDRED FORTY-NINE THOUSAND
'� THREE I�U1�iDRED SIXTY �EVEN AND 88/100.......... Dollars ($5,$49,36�.88� far �e payment whereo% the �
� said Principal and. Surety birid khemsel�es and their heirs, executors, administrators, successors �and assigns, jointly
.i" , .
,'_ and severaily, %rmly by thase presents: � �
WHEREAS, the Princigal has eatered i:!to a certain written contraet with the Obiigee.dated trie oday of
' , 200�, which contract is hereby referred to and made a part�hereo� as it' futly and ta the same extent as i�
copied at Iength, for the following project: �- � .
� WEST CARGO TAXIWAY IMPRQVEMENTS AT ALLIANCE AIRPORT .
NOW, 'I'HERE�'ORE, THE .CONDITION OF THIS �BLIGAT'ION IS SUCH, [hat if the said Principal
I shail faikhfutly make payment to each and every claimant (as 8e�ined in Chapter 2253, Texas Governnr�ent Code, as
a�ended} supplying labar or materials in the prosecuEion of the work under the contrxct, tl�en this obligation shall be
void; ofherwise, to reraain in full farce and effect.
PROVIDED, HOWEVER, that thi's bond is executed pr�rsuant to Chapter 2253 of the Texas Gavernment
i Code, .as amended, and all Iiabilities on ti�is 6ond shall be deEermined in accordance wich the provisions of said
statute, to the same extent as if it were copisd at length herein,
IN WITNESS WHEREOF, the duly autl�orized repres�en[atives nf the� Principal and the Surety have
executed t$is instrument.
SIGNED and SEALED this � day of, 2002_
�
l
�
�i A
: � (�
������t��� ���� ��i�������
,.�'�`���.'� ' � ' �.�ifs''+.
��' � ' � �°' �. �+''
�
� : `:�� �
��. � � c��r
,��'• •
_., �•°•, ,..� ��s
Y f,',''��/qfffllll�l�ti�`"��`+
(S A L)
Witr�ess as ta Principal � .
ATTEST:
Secretary
(SEAL)
���
Ci�r411APAC�E� W���ER_IR1C. ��-�
PRINC� ' �
�v: � ���
Name: _��9.�o�r1,��5 %��''-�--'
'iCltle: �' ! �'
Adciress: 14333 CHRISMAN ROAD
I�OL�STON, TX 7i039
Hartfo�d Fire Insurance Comnany
SURETY � -
- �
�^ ,� , . ,� � , ,
Ly: �,��-r-�-- � � ! � - .
iVame: Denise A. Madden
Attorney in Fact • �
Address:
5�+�+5 Cornorate Drive
. . � � r�ov. Mz 4sa�s ,
� .y-,,;� ' � �,_- � � �
`` �, ',� _ : �, t,�_,. ?,'�$-822-6456
�JVitness as to Surety �elephon� IVumber:
NOTE:
COiTNTERSIGNATURE , � i
. =�.: :!f !s ' -o, � � i w/j
u Y
5r,. � racey '�ker, Texas Resid�nt Agant
(1} ..Qrrect name �f Prir�cipal (Car�tractor). ,,�� E�S� �3t�i stx��.t
(2) Correct name of'Surety. �axE ;aprt�h ; Tx 76102
{3) 5tate o# incorporaii.on of Surety . T�cke� p;�anc y, �nc.
Te�ephone number of surety must be stated. In addition, an otiginal copy of
Power flf Attarney shall be attached to Band by the Attorney-in-Fact. '
The date of bor�d shap not be prior to date ofi Contract. � .
��
���� �� �.����i,���
� Hartfot� Fire Insurance Campany
0 Hartford Casualty Insurance Com�any
0 Hartford Accide�t and Indem�ity Company
� Hartford Underwriters lnsurance Gompany
..�
KiVOW ALL P�RSONS BY 7HESE �iiESE�JTS THAT the Harfford Fire Insurance Company, Hartford Accident and Indemnity
Campany and Hartford Underwrifers Insurance Corrrpany, corpotations duiy organized under the laws of the State af Connectieut; Hartford
lnsurancs Corrrpany of llllnois, a corporatian duly organized under th� laws of the Sfate of Iliinois; Nartford Casualiy lnsurance Company,
Twin Cify Frre Insurance Company and Hartford Insurance Company of fha Midwest, corperations duly organizad under th� laws of the
State of Indiana; and Hartford lnsurance Company af the Southeast, a corparatian duly organized u�der tha laws of the 8iate of �lorida;
having their l�ome o�ce in HarkF�rd, Connecticut, (hereina�ter cvllectively re#erred io as the °Cpmpanies") do her�by make, canstitute and
appoint, up io the amourrt af un�imlted:
D.A. Valenti, Denise �i. Medden, Rabert Trobec, Kathteen M. Irela�, !an J. Donald
of
Troy, M!
' their #rue and lawful Attorney{s}-in-Fact, eact� in their separate cap�city if more than one is named abave, tv sign its name as surety(iesj
onEy as deli�eated above 6y �, and to execute, seaf and acknowledge any and a11 bonds, undertakings, contracfs and ather written
instrurr3ents in the nature thereof, an behalf of the Companies in their business of guaranteeing the �delity of persons, guaranteeing t�e
, perfarmance of contracts and exeeuting or guaranteeing 6onds and undertakings required or permiftea in any actions nr proceeefings
allc�wed by law.
[n Witness WF�ereaf, and as afttharr�ed by a Fiesolutian of the Board o# DFreetors of the Companies on 5eptember 12ih, 2�00,
the Companies have oaused these presents to be signed by its Assistant Vice Presidant and its oorporaf� seais ta i�e f�ereto affixe�i, d�riy
� attested by its Assistant Secretary. Further, pursuant #o Resal�tfiion nf #he Baard o� Directors of the Companies, #he Companies hereby
unambiguousiy a�rrn fhat they are and will be bottnd by any mechanica!!y applied signatures applied to this Power af Atiorney.
��� H��.�'�'�RD
HnRr�o�o at_nzn
NARTFaRQ, CONNECTlCUi 061'15
Twin City Fire Mr�Surance Company �
Harkford insurance Cnmpany of illinois []
Hartfarcl Insurance Company af the Midwest [�
Hartforrci lnsurance CamRany af the Sauth�ast [�]
� �
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� . '� .� \. �:•r yfje. , .r �F' ��9;`......• y� �;w.,+�� `
+► µ,�� Ia'. ►� o n +4,y�t�� ��„N' �;+--�r.
�
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�� � . ���
Pau! A. Bergenholtz, Asslstant Secretary
_�
John P. Nyland, Assistaret Vic:e President
ST�TE �F CBI��[ECTICIIT
� � ��, Hartford
cou��r �� r�a�trFaRo
• on this 19"' day of Septembar, Z000, before me personally carrte John p. HyGand, to me known, wha being by me duly sworn, did
depose and say: thst he resic#es in the County af Harfford, S�ate of Ca�necticut; thaf he is the Assistant Vice President of the Companies,
the corparatians descrihsd in snd which executed the above instrument; #hat he knows the seals af t#�e said corparaiians; that the seaEs
affixed to the saic! instrurnent are such corparate seals; that fhey were so a�xed by aufhority ofthe Boarc4s of Directors of said corparations
�and that he signed his name thereto by like authority.
� �c� }�"-��
� '
%an H- Wauuak
CERTI�IGITE NoEary Pu61ic
lvfy C,omntissian L+a�icrs Itwe 30. �Q04
j, the undersigned, As�istant Vioe President of the Companies, DO HEREBY CERTIFY that #he abo�e and faragaing is a trus and
�orre�t copy of the Power af Attorney executed by said Companies, which is still in full force effective as of ������. r� +'�� �,
Signed and sealed at the City af Hartford. . �
' � µ� IV�eb`
� }��i�C � "^� ��r
�y' ""�. F �? �i �tl�,f"". K-
��:.4t��ryriF[n�c F ����' $ �If� = '�'�ytfNCve.� �E �.
� I» a z � x 4 e� di� �
��� }�t+x�e��xn�„ �vs�aN� ;��i97g �'. �{ d97��' �
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e,,,ao.it�t4�i '�+uavl.e �fs.+t' � '
l�"«-�-�t-� , • .
Colleen MasEroianni, Assistant Vice President
,l �
��
a
.��P
s
�i, � ��'
di � i i ` f
Hartfard Fiu-a Lisurance Cornpa�ny 'i'win City Insurance Company �
Hat�ford Casualty Insurance Company Hartford Insurance Compax�,y of T�linois
� Iiartford Accident and iudemniity Cotnpany Iiaci%rd ias�uance Cozz�pany of fhc Midwest
� i Hattford Uaderwriters Insurance Cosn�iy I�Iartford Insurance Compa�y of the Southeast
�,_ Please address inr�uiries regarding claims for all sureEy and fidelity groducts issued by
The Hartford's uriderwriting companies ta the folIowing:
Phone Niunber : $$8-256-3488
� • � F� - Underwriting : 860-547-6�72
• Fa�c - C�aims . $b0-547-$265 or 2092
E-u�ai� : cla�ns@�st�psurety.cotn
� ' Mailing Address : The Hartford
The Hartfotd Fidelity & Bonding (BQND}
- Hartfflrd Pla�a
b90 Asylum A�r�nue
� Hartford. CT 061 I S
,�,�
,�;I
0
CITY OF �ORT WORTH, TEXAS,
CONTRACT
�H� ��/��� �F ��A�
KNOW ALL BY THE5E PRESENTS
COt.JN'I'Y OF T�IRRANT
This agreement nzade and entered into this the lOtk day �f December A.D., 2002, by and
i�etween the CTTY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, axganized and
existing under and Uy virtue of a special charter adopted by the qualified voters within said Ciiy on the
ll'�' day of Deceinber, A.D. 1924, under the authority (vested in said voi�rs by the "Home Ruie"
provisio��} of ti�e Constitution ni Texas, and in accordar�ee with a reso�ution dnly passed at a regular
meeting of the City Cour�cil of said city , and the City of Fort Worth being hereinafter termed Owner,
CHAMl'AGNE WEBSER. INC., TEXAS, HEREINAF"TER CALLED Contractor.
V+�I'INESSETH: That said parties have agreed as follows:
1.
Thai foi- and in consideration of the payments and agreements hereinafter rnentioned to be made
aa�d performed l�y �11e Oumer, and under the conditions expressed in the bond bearing even cia.te herewith,
ihe said Contracl;or hereby agrecs with the said 4wner to corr�mence and complete the consir�ction of
certain impror�emenl:s described as follows:
WEST CARGO TAXIWAY IMPROVEIVIENTS AT ALLIANCE AIRPORT
2.
� That the worlc herein contemplated s�aall consist of furnishing as an independent coniractar all
' labar, tools, appIiances and materials necessary for the construction and cornpletian af said project in
accordance wifh the Plans atad Specifications and Contract Documents prepared by the Deparhnent of
; Eiigineex•ing for the Aviation Department af the City of Fari Worth adopted by the City Council of the
�- Ciiy of Fort tiVorth, which Plans and Speczfications artd Contract Documents are hereto attached a�d
made a part of this contract the same as if writ�en herein.
3.
The Coni� actor hereby agree� and binds himself to comimence the construction of said worlc
within ten (1 �) days after being notified in writing to do so by the Deparlrnent of Engineering af the City
of Fort Wnrth.
, � 4.
The Coistractor hereby agrees to prosecute said work with reasonahXe .�q�}�e,��}�e� :,cy��, 1���. ��
cnmmencemei�t thereaf and to �ully compleie and finish the sazne ready for the ir�spec�is�x�rar�,.�appr�aJ:t�z
approval of the Department of Engineering of the City ai Fort Worth and the City Council of the
City of Fort Worth within a period of 36� Calendar days.
If the Contractor should fail io cornplete ihe work as set forth in the Plans and Speci�cations and
Cant�-act Documents within tY�e time sa s�ipujated, plus any additional time aIlowed as provided
in the General Canditions, there shall be deducted frnm any ta:�onies due ar vvhich may thereafter
become due him, the suzn of $840 P�r �vorking da3+, nat as a penalty but as liquidated damages,
the Cantractor and his Surety shall be liable to the Owz�er far such deficie�cy.
5.
Should tk�e Contractor fail to begin the work herein provided for within the time herein
%ed or �o ca�y on and camplete the same according �a the frue meaning of the intenf and terms
of said Plans, Speci�cations and Contract Docux�nents, then the Owner sha11 have the right to
either deinand the surety to �ake aver tl�e work and complete sazne in accordance vvi#h the
Contract Dncuments �or to take charge of and complete the wark in such a manner as it may deem
proper, and if in the completion thereof, the cost to the said City shall exceed the coniract price or
prices set forth in the said plans and specificatiQns made a part hereof, the Conlractior and/or its
Surety shall pay said City an dernand in writing, settin.g farth and specifying an itemized
statement af the total cost thereof, said excess cost.
0
Contractor cavenants anc� agrees to indemnify City's engineer and architect, and their personnel
at the project site for Cantractor's sole negligence. In addition, Conixactor covenants and agrees
to indemnify, hold harmless and defend, at its own exgense, the Owner, its ofiicers, ser�vants arzd
eznployees, from and against any and all claims or suits for property loss, property daniage,
personal injury, including death, arising out of, or alleged to arise out of, the work and services to
be performed hereunder by Contractor, its of�cers, agents, employees, subconlractors, licensees
or invitees, tivhstlzer or nat any such in�u�v, dama�e o� deat7� is caused, in whole or irx
part, bv tlie �ze�li�er�ce ar allege� ne,�li�er�ce of Owner, it� af�cers, servants, a�
emplovees. Contractor lilcewise covenants and agrees to indemnify and �old hannless the
Owner from and against any axid alI injuries tp Owner's officers, ser�vants and employees and ar�y
damage, loss or des#ruction to property of the Ovvner arising from the performanee of any of the
terms and con�litions of this Contract, whether op rzot anv �uch iniury or damage is caused
in wlaale or irx vart 6v t1i� �ae�tigence ar alle�ed ne�li�ence of �wr�er, its of�ce�s,
servc�rtfs o� emplov�es.. - - --
Tn the event Owner receives a wrztten claim far damages against the Contractor or its
subcontr�.ctai�s prior to final payment, final payment shall �not be made until Contractar either (a)
subn�its to Owner satisfactory evidcnc� that the claim has been settled andlar a reiease from the
claimant involved, or (b) pravides Qwner with a letter frotxa Contractor's liability insttrar�ce
canier that the claim has been referred to the insurance ca�zer.
Tl�e Dixector may, if he deems it appropriate, refuse ta accept bids on oth�r City of Fort Worth
pLiblic worlc from a Contracior against whom a claim for damages is outstanding as a result of
r�arlc perforzned under a City Contract.
�
.1
The Contractor agrees, on the execution of this Coniract, and before beginning vrrork, to
make, exect�te and deliver to said City of Fort Worth good a�ad sufficient surety bonds for the
faithful performance of the terms and siigulations of the Contract and far the payment to all
elaimant� for labar anci/or materials iurnished in the prosecution of the work, sueb bonc�s being as
provided and reQL�ired in Article 5160 of the Revised Civil Statutes of Taxas, as a�nended, in the
form included in the Coniract Documents, and such bonds shall be for 100 percent of the total
contract price, and said surety shall be a surety company duly and legally authorized to do
Uusiness in the State of Texas, and acceptable to th� City Councii of the City of Fort Worth.
S.
Said City agre�s and binds itselt'to pay, and the said Contractor agrees to receive, for a�l
of the afaresaid work, and for all additions tS�ereto or deductions therefrom, the price shown on
the Proposal suhmitted by the successful bidder hereto attached and made a part hereof. Payrnent
will be m.ade in monihly installments upon actual work campleted by contractor and accepted by
the �wner and receipt af invoice from the Contractor. The agreed upon total contrac't amount
(includinglexcluding) alternates nla, shaIl be FIV� MII�LION EIGHT HUNDRED FORTY-
N7NE THOUSAND THREE HUNDRED SIXTY-SEVEN AND 88l100.......Dollars,
{$5,849.36�.88�.
��
It is fiutl�er agreed t�at th� performance o:f this Contract, either in whole or in part, shall
not be s�.tbjei ar assigned to anyane else by said Contractor without the written cansent of the
Director of the Department of Engineering.
10.
The Cont�actor agrees to pay at least the minimum wage per haur £or a11 labor as th�
same is classified, prornulgated and set out by the City of Fort Worth, Texas, a copy of �vvhich is
attached heretn and made a part hereof the saran.e as if it were copied verbatin� k�erein.
11.
It is nnutually agreed and understood that this agreemeni is made and entered into by the
parties �ereto �vith references ta the e�sting Charter and �rdinances of the City of F4rt Worth
and the laws of the State of Texas with references ta and gaverning al1 matters affecting this
Contract, and the Contractor agrees t+o fully camply with all the provisions of the same.
IlV WITNE55 THEREOF, the City of Fort Worth has caused t�is instivment to be signed in 8
countergarts in its name an� on its behalf by tk�e City Manager and attested by its Secretaxy, with
ihe corporate seal of the City of Fort Worth attached. The Contractor has executed tkiis
instrutnent through its duly authorized ofiicers in 8 couriterparts with its carporate seal attached.
Done in ForY Worih, Texas, this the 1.ath day ofDecember , A.D., 2002.
� �.
RECOMMENDED:
,� �� ' ,
DIRECTOR, DEPARTMENT OF
ENGIN�ERIlVG
i APPROVED:
;i
� �� �
' � C , A Tr
I � ��
CHAMPAGNE WEBBER ING.. TEXAS
14333 CHItISMAN ROAD
HOUSTON TX 77039
CONTRACTOR
1 i��`t'"�
BY:
. � � ��°
TITLE
�5 /�,�o v�'
ADDRESS
r November 1960
Re�ised May 1986
' " Revised SepteinUer 1992
ti �
t
�r -
CITY � O T ORTH
BY:
ASSIST T R
ATTEST:
� �
/
� '�-�t .C�� �-- .
�ITY SECRET Y
(SEAL} �.�����
C;on�rac� �uthogi���iora
� `����D�
�,�..�...� �,__»._, .�L"�._ _ �___._LL
���� �
AIPPROVED AS TO FORM AND
LEGALTT :
� ._.--
AS IST CITY ATTORNEY
� " � _--_� I
1 • �
_ �i "' _ ,
- --' �-
���rrz�� �vr�+Y�i�?v ��!���������1 ���� ��:�v�cr��� ��c���s����
PART I � G�NER�L PBOVISIOI�S
GENERAL PRQ'VI,SZONS
SECTIpN lo
DEFIlVITYON OF TERMS
Wkenever the following tem�s are used in these specifica�ions, in the coatrac�, in any documents or
o#her ir�vments perta.ining to construction where these specifica�ions gavern, the intent an� �neazung
s�ZaII be interpreted as fa�iows; .
10-01 AASHTO. The Ar�erican Associatzon of State �ghway arid Transportation Officials, the
succ�ssar asso.ciation to AASHO.
10-OZ ACCESS ROAD. The right-af-way, �he roadway and all impr��+ements constructed thereon
cannecting the airport to a public kughway.
10d03 AD VERTISEMENT. A public announcemeut, as required by IocaI law, inviting �ids for
work to �e performed and materials to be furnished. �
10-U4 AIP. The Auport Improverrienf Prograrr� a grant-in-aid prograzr�, administered by t�e Federa�
Aviation Administratian, '
10-45 AIR (}PERATIONS ARFA. For the purpose af these specifications, the term air aperations
area sl�l mean any area of the airport used or intsnded to b� used for the landing, takeaff, or surface
maneuvez7ng of aircraft. An air operation �rea sha11 include such pav�d pr unpaved areas thai are
used or intended to be used for the unobstructed movement of aircraft in additzon to its associated
runway, taxiway, or apron. � -
io--Q6 A�PO�T. Airport means an area of land ar water which is used or intended to be used for
the landing and takeo$'o#'aircraft, and includes its buildings and facilities, if any.
10-0'� AST1Y�. T�e Aznerican Society for Testing and Materia�s.
10-08 AWARD. The acceptance, by the owraer, of the successfui bidder's proposal.
lif-09 BIDDER Any individual, partnesship, firm,, or cargaration, acting directly or through a duly
authazized re�resentativ�, who submits a proposal far the work contemplated.
SEC 10 - I
10-10 BUTLDING AREA. An area on the azrport ta be used, cortsidered, or intended to be used
for airport b�.ildings or other airpart facilities ar rights-of-way tagether witkt all a.irpart buildings and
facilities Ia�ated thereon.
10-I1 CAL�NDAR DAY. Eveiy da� shown on tlie calendar.
�.0�12 CHA.NGE �RDER A written order to the Coantractor covering changes in the plans,
specifcations, or prQposal q�antities and estabIishing the basis af payment and contract time
adjustment, i#' any, f�r t�e work affected by such changes. The wori� covered by a change order,
shall be within fhe scope of the contract.
10-13 CONTRACT. The vvrittezz agreement covering the work to be performed. The awarded
contract shall include, but is not Iirnited ta: Tha Advertisement; The Contract Form; Tk�e P�opasal;
The �'erformance Bond; The Payment Bcand; any required insurance certificates; The 5pecifications;
Ti�e Plans, and any addenda issued to bidders.
10-14 CONTRACT ITEM (PAY YTEM). A specific unit of work %r which a price is provided
in the contract. -
IO-15 CONTR.ACT TIME, The nwmber o�calendar days or working days, stated in.t.he propasal,
allflwed for completion of the contract, ir�cluding authori.ued tirne extensions. If a calendar date o£
coinpletian is stated in the proposal, in lieu of a number o� cal,endaz or working days, the contract
shall be completed by that date. � � ..
10�i6 CONTRACTOR. The individua.I, partnership, firm, or corporation primarily liable for the
acceptable performance af the work contracted and far the payment of aIl legal d�bts pertaining to
the worl� who acts directly or thxaug� lawful agents or ernployees to complete the contract work.
10-17 DRAINAGE SYSTEM. The system of pipes, ditches, and structures by which surface or
subsurt'ace waters are collected and conducted from the a.irport area. �
10�18 ENGINEER The� individual, partnership, firm, or corpQration duly authorized by. #he-o�vner
{sponsor) to be respansitale far engznesiing supervision of the contract work and aciing directly ar
�through an autharized representative.
I��1.9 EQUIPMENT. Ai� machinery, tagether.witl� the necessary supplies .for upkeep and
maintenance, and al.so aIl tools and ap�aratus necessary for the proper construction and acce�table
compiet'ron of the woric
I(k��,0 EXT'RA Wt7RK. An item of work not provided for in the awarded cantract as previously
mndified by change order ar supplemental agreement, but which is faund by fihe Engineer ta be
necessary ta complete the work wifihin the intended scope of the eontract as previously rr�odified.
SEC 10-Z
10.21. FA.A_ T`he Federal Aviatian Administratian of the U'.S. Degartmerzt of Transgartaiion. When
used to designate a person, FA.A shall rnean the Administrator or hisllaer duly authorized
representa�ive.
IOd�� FEDERAL SPECIFIGA"I'IONS. The� Federal � Specificatio�s � and � Standards, a.nd
supplernents, amendments, and indices thereto are prepared and issued by the General Services
Administratian o:f the �'ederal. Gavemment.
1��3 INSPECTQR An auiharized representative of�the Engineer assigned to make all necessary
inspectiflns and/ar tests of the wark perforrned ar being pexformed, or of the materials furnished ar
being furnished by tt�e Contractor. �
10-�4 INTENT`�4N �F TERMS. Whenever, in these specificatidns or an the plans, the words
"directed", "required", "permitted,', "ordered", "designated", `"prescr�bed", ar wards of the like import
are used, it shall be understood that the directian, req�irement, pernussion, arder, designation, or
prescription of the Engineer I5 intendsd; and similar3y, the words "approved", "acceptable",
"satisfactory", or words of like irrxport, shall rnean approwed by, or acceptable to, Qr satisfactory ta
the Engir�eer, subject_in each case to t�e final determina�ion ofthe owner. '.
Any reference to a specific requiremen# of a n�rn�ered paragraph ofthe contract specifications ar a
cited standard shall be interpreted to inc�ude all general requireinents of the entire section,
specification item, or cited standazd, that may be pert�,nent to such specific reference.
14-25 LABORATDRY. The official testing laborataries of the owner or such ot�er labaratories
as may be designated by the Engineer. .
14��6 L.iGHT7NG. A sy�tem aff3.xxtures prc�viciing or controlling the light sources used on or near
tha aiipc�rt or within the auport buildings. The fie�d lighting includes a�l luminous signals, markers,
floadlights, and illumaziating devices used on ar near the airport ar to aid in the operatian of-aarcraft
land'zng at, taking a$'from, c�r taxiing on �he airpart s�trFace.
1i}�27 MA�'OR AND iVi1NOR CONTRACT' TiEMS. A rnajor e�ontract item shall be any item that �
is listed in the proposal, the total cast �f which is equal to or greatar than 20 percent af the total
aznount of.tha awazd contract. All otlzer items shall be cansidered minar cantract ite�s. -
ID�ZS MATERIA�LS. Any substance specified for use in the canstruction of the contract work.
10e�9 NQTICE T� PROCEED. A written notice to the Contractor to begin the actuaI contract
work an a previous�y agreed to date. Tf applicable, the Notice to Prnceed sha11 s�tate the date on
which the contract time begins.
10-30 QWNER (SPONSOR}. The term owner sha.�l mean the party af the first part or the
contractir�g agency signatary to the contract, For AIP-contracts, the tenn spc�nsor s�Zall have the same
meaning as the term owner. . � �� .
sEc ia-�
14-31 PAVEMENT. The �nmbined sur�ace cauxse, �ase course, and suhbase course, if' any,
consider�d as a single ur�it_ � � �
I!?�3ti PA�'MENT BOND. The a�proved form of security fixrnished by the Contractor and'ius/her
surety as a guaranty tha.t he will pay in fu�I a11 bills and accounts for materials and labor used in the
con�tructio�a of the w�rk. _
10-33 PERFOR�1'�4NCE ]3�OlYD. -The apprvved farm of security funraished, by the Contractor and
his/her surety as a guaranty #ha# the �Contractor wi11 coznplete ��#i�e rvork in accordance v�ith t�ie �terms
of the contract. � , � � ���
14-34 PLANS. The o:F�cial drawin:gs or exact reproductions which show the Iocation, character,
dimensions and de�ails of the airport and the wark to be done and which are ta be cansidered as a
part flf the contraci, supplementary to the specificatians. �
i0-35 PROJECT. The �gr�ed scoge of wark for aceamplisning specific airport development with
respect to a particular aiiport.
10�36 PROP�SAL. The written offer of the bidder (when submitted on the appro�ed proposal
fQzm) to perforrn the contemplated wark and furnish ti7e necessary mat�ria]s in accordance with the
provisions of the plans and specifications.
Ifl-37 PROPOSAL GUARANTY. The security furnished with a proposal to guarantee that the
bidder will enter inta a contract if hzsl�er proposaI is accepted by the owner.
i4d38 RUNWAY. The azea on the airport pr�pared for the landing and takeoffof a.ir�raft.
14�39 SP�CIFICATIONS. A part �f the, contract containing the writt�n dir�ctions az�d
requirements for campleting the contract wo�k. Standards far specifying materials or testing which
are cited in the r.ontract specifications by reference shall have the sa3ne force and effect as if included
in the Gontract ptzysical�y.
10�40 STi2UCTU�ES. Aiz�port facilities such as bridges; culverts; catch basirxs, inlets, retaining
walls, cribbing; storm and sanxtary sewer iines; wafer Iines; underdrains; electrica], ducts, manholes,
handholEs, lighting fixtures �nd bases; transfc�rmers; flexible and rigid pavements; navigatio.nal aids;
builclings; �aults; and, oti�er ma�unade features af the airport that may be encountered in the v✓ork and
not otherwise classified herein. �
10-41, SUBGRADE. The soil whic� forms the pavement foundation.
5EC 10-4
lfk4� SUPERIlV�T'END�NT. The Contracta�s executive representative wha is present on the work
during progress, authorized ta receive a,nd fu1fill� instructions from the Engineer, and vvho shall
supervise and direct the construction. �
10-43 S17PPLEMENTAL AGREEMENT. A written agreement between the Contractar and the
owner covering: .(I) w�rk that wou�d increase or decrease the tatal amount of the awarded cantract,
or any major contract item, b�+ more tha.n 25 percent, such i.ncreased or- decreased work being within
the scape of the arigina�ly a�'wa�ded cnntract; or.�2) work that is not within the scape of the o�iginally
awarded cQntract. � �
10�44 SURETY. The carparatioq partnership, or �ndividual, other than the Contractor, �ecuting
paymer�t or per�'o�-mance bonds wiuck� are fixrnished to the owner by �h-e Contraetor. �
10-45 TAXIWAY. For the purp4se of this doctiment, the tersn ta�way means the portion af the
air operat�ons area of an. airpork � that has been �designat�ed by. competent � airport autharity for
movement af a.ircraft to and fram the auport's runways ar a'ircraft parlcing areas.
1q-46 WORK. The furnisliin.g of all Iabor, ma�erials, tools, equipment, and incidentals necessary
or convenient to the Contractor's performance of ali dut�es and obligations imposed by the contract,
pIans, and specifications.
14-47 WORKIIVG DAY. A working day shall be any day ot�.er than a 1egal haliday, Saturday, or
Sunday on which the normal worlcing forces of the Contiactor may proceed with regular wark far
at least 6 hours toward completion of t1�e contract, UnIess work is suspended for causes beyond the
Contractor's controi, 5aturdays, Sundays and holidays on whicFa the Contractor's forces engage in
regular work,� requiring #he presence af ar� iaispectnr, wiIi be considered as working days.
END OF SECT�ON 1U
��i
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I
$�� 1�-�
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SECTIO�F 20
PROPE3S.AL REQUIREMENTS AND CONDTI'rONS
�0-01 ADV +R'�SEMENT (Natice to Bidders).
�0-02 PI:EQUA.,LIFZCATiC?N �F BIDDERS. Eaeh bidder shall furnish the ow�ner satisfactory
evidence ofl�is/I�er �ampetency to perform the proposed worlc. Such ev►deace o£competency, uz�3eas
otherwise s�ecifi�d, sha]I consist o:F statements cavering the bidder's
past experience on similar work, a list of equipment tnat would b� available for the. worl� and a list
of key persQnnei that would be availab(e. Xn addi�ion, each bidder shall furnish ti�e owner satisfactory
e�idence of his�/I�er financial..�esponsibiliiy. Such evidence af financiai responsibility, unless oiherwise
sgeci�ed, shall consist af a confidential statement or report of the bidder's financiai resources and
iiabili°es as of the last calendar year or the Contractor's last fiscat year. Such staterrkents or reparts
shal� be certified by a public accoun,tant. At the time of submitting such f�nancial statements or
regorts, the b'idder shall further certify w�iether hislher financia� responsibiliiy is approximately the
same as stated or reported by the public accauntant. �Tf the bidder's finaneial responsibility has
changed, the $idder shaIl qualify the public accountant's statament �or repart to reflect hislkier
(bidder's) true fiunancial Gonditzon at t�e time such quali�ed statement ar report is submitted to the
owner. . • . - . . . , • ' -
LTnless otherwise specified, a bidder nnay submit evidence that he is grequalified with the State'
Highway Division and is on the current "bidder's- list" of the state in which the pr�posed work is
located. Such evidence of State T3'ighway Divisian prequalification nlay be subanitted as euidence of
�nancial responsibility in lieu of the certifiad statements or reports hereinbefore specified.
Each bidder shaIl svbmit "evidence af competency" and "evidence of financial responsibility" to the
awn.er na later than �0 days prior to tl�e specified date for apening bids.
�U��3 C4NTENT5 OF PROPCI�AL F�RMS. The owner shall �furnish bi�dsrs with proposal
fomas. All papers baund with �r attached to the proposal �farms are necessary parts and�must not be
detachec�.
The plans speci�ca�ans, and other docurr�ents designated in the prvposal form sha�I be considered
a part af the proposal whether attached ar not. -
2UnD4 iSSU,ANCE OF PRaPOSAL FORMS. The owner reserves the right to refuse to issue a
proposal form to a prospecti�e bidder shauId such badder be in default far an� of t,�e following
reasons:
a. Failure to comply with any prequalification regu�ations of the owner, if such regulatians
aze cited, or otherwise inc�uded, in the proposal as a requirement for biddang,
4 �' ' s�c xo - �
b. Failure to pay, or satisfactari�y settle, all bi�is d�ue FQr labor and materials an %rmer
cont€acts iuz farce {with the owner) at the time the ov✓ner issues the proposal to a prospective 5idder.
c. Contractor default under previvus contracts with the owner.
d. Unsatis�'actory work on previous contracts with the owner.
2Q�05 IN2'ERPRETATION OF ESTIMATED PROPOSAL QUANTi�I"LES. An estimate of
quantities oiwork to be done and materials to be fiirnished uader these specifications is given izi the
praposal. It is the resu�t of carefu� calculatians and is be�ieved to be correet, �t is given only as a
basis for comparison af progosals an� the award of the contract. The owner does not expressly or
by implicatian agree that the actual quantitaes involved will cprrespond exactIy there�vith; nor shall
the bidder plead rnisuz�derstanding ar deception because af such estimates af�quantities, or of th�
character, iocation, ar ather canditions pertaining ta the work. Payrnent to the Contractar �vill be
made only for the actual quantities of work pezformed or Aaaterials furnish�d in accordance rvith the
plans and specifications. It is understaQd that the quantities may be increased or decreased as
hereinafter provided iza the subsection titled A�..TERATI4N OF WORIC AND QUANTrTIES of
Section 40 without in any way invalidating the�unif bid prices.
��-U6 F�XAM�NA`1�ON OF PLANS, SPECFF'ICATI�NS, AND STTE. The bidder is expected
to carefully exarnine tl�e site of the proposed wor1� the proposal, plar�s specifications, and contract
forms. kie shall� satisfy l�imself as �a the character, quality, and quantities of work to be perform�d,
materials to be furnished, and as to the requirements af the proposed coniract. The submission af
a propc�sal shall be p�ima facie evidence that the bidder has made such examinatior� and is satis�ied
as to the conditions to be encountered in performing the work and as to the requirements of the
praposed contract, plans, and specificati�ns. . - . � . , . � � . . . - • _ - - :
Boring logs a.nd other record.s of subsur£ace investigations and tests are available for inspection af
bidders. �t is understoad and agreed that sucll subsurface znformation, wY�ether included in the p[ans,
specifications, or otherwise made available to the bidder, was obtained and is intended for the owner's
design, and estirnating gurposes only. Such infarmation has been rriade awailabje for the convenience
af_aIl bidders. It is further understood and agreed that each bidder is solely responsible far all�
assumptions, deduct�ons, or conclusions which he may make or obtain from hislher exarnination of
the boring logs and other recards of subsurface investigatiozas and tests that are furnished by the
owner.
�0-�0'� PREPARATZON OF PROPOS.AI,. The biddex shalI submit hislher proposal on the forms
furnished by �he owner. A1I blank spaces in the proposal forms must be correct�y filled in where
indicated for each and every item far which a quantity is given. The bidder shall state the price
{written in ink ar typed) both in words and riumeraIs far which he praposes to do eac�i pay item
furnish�d in the prapasal. Tn case of conflict between words and numerals, the wards, �niess
obviousty inco�ect, shati ga�ern.
s�c aa - z
�
�
The bidder sktall sign his/tier proposal correctiy and in ink. If the propasal as made by an individual,
hislher name and post office address must be shown. If made .by a partnership, the nanae and post
office address of each member af the partnership must be sho�vn. If made b�r a corporation, the
per�on si�ngnu�g the proposai sY�all give the name of the state under the laws of which the�corporaxion
was .cl�artered and the narne, titles, and business address of the president, secretary, and the treasureX.
A,nyone signing a progasal as an agent shall file evidence of f�,s/i�er authority to do so ankd that the
signature is binding upon the firm ar corparation. . �
�i��08 IlZREGUL.A� PROPOSALS. Proposals shall be considered irregulaz for the follawing
reasons: �
a. �f the propo� is on a form other than that fumis�ed by the owner, or if the owner's form
is altered, or if any part af the propasal form is detached,
b. Ifthere are unauthorized addi#ions, conditional or alternate pay items, or irregularities of
any lcind which make the proposal incomplete, in.definite, ar otherwzse ambiguous.
c. if the �roposai does not contain a unit price fc�r eaci� pay i#em listed in the proposal,
except in the case of authorized alternate pay items, f�r which the bidder is nat required to fum.zsh
a unit price. �
d. If the propasal contains unit prices that are o�viously unbalanced.
e. If the proposal is nat accom.paniec� by the proposal guarari#y specified by the owner.
The owner reserves the right to re}act an,y irregular proposal and the r�ghX to waive technicalities if
such waiver is in the best interest ofthe owner and canf'orms to local laws and ardinances perta'rning
to the letting of constructian contracts.
�0-�9 SID GUARANTEE. Ea�h separate proposal shall be accompanied by a certified check, ar
otfier specified ac�eptable callateral, in.the amount specified in the proposal form. Such check, or
collat�ral, shall'be made payable to ttie owner.� - - � : _ � - � � � _ � , �
20-10 DELNERY OF PROPOSAL. Each proposal submitted shall be glaced in a sealed enveiope
plainiy marked with the project number, Iocation of airgort, and name and business address of the
bidder s�n the outside. When s�:nt by rnail, pre£erably registered, the sealed prflposal, marked as
indicate� above, s,tiould be enclosed in an additional envelope. Na praposal will be considered unless
r�ceived at the place speci#ied in the advertisement befor� the time specified far opening aII bids.
Proposals recezved af�er #he biii apening time shall be returned #o the bidder unopened.
2Qa11 W1T�RAWAL OR REVIS�ON OF PRDPOSALS. A bidder may withdraw or revise
(by witk►drawaf of on� proposal and submission of anather) a pr�posal pravided that the bidder's
request far withdrawal is received by the �wner in writ�n� or by telegram before the time specified
SEC 20 - 3
�
far opeziing bids. Revised proposals must be received at the place spe�ified in the advertisement
before the tixne s�eci.fied for openiaag all bids.
�0912 PITBLIC OP�NING OF.PROPOSALS. ProposaFs sha11 be opened, and read, publicly at
the time and place specified i.n the advert'isement. Bidd�rs, their autharized agents, and otFaer
interested persons are invited ta attend. PraposaFs that have been rvzthdrawn (by written or
teiegraghic reqaest) or received after the time speci�ed far vpening bids shall be retumed to the
bidder unopened. � . � � �
�Oa13 DISQUALI�'iCA'I�ON �F SIDDERS. A bidder si�all be considered disqualified far an�
of tlne fo�lawing reasans:
a. Submit�ng mare than one proposal from the same partnersl-i�ip, firmy or corporation under
tYie same or different name. �
b. Ev�dence of coilusion among bidders. Bidders participating in such couusion shail be
disqualified as bidders for any £uture work of the owner until a.ny such participating bidder has been
reinstated by the owner as a quaii5ed bidder.
c. If the bidder is considered to be in "default" far any reason speeified in the subsection titled
ISSUANCE QF PROPOSAL FORMS of this section. � �
�ND OF SECTION 20
S��C 20 - 4
�
SECT'ION 30
AWA.RD AND EXECUTiON OF C�NTRACT
30-01 CONSIDERA'IZON OF PROPO�ALS. A.�er the�proposais are p�biicly opened and read,
they will be compared on the basis af the summatioa of the products ol�tained by multiplying the
estimated quantities shown in the proposal by t�te unit bid prices. Tf a bidder`s prbgosal ,contains a
discrepancy between unit bid priees w�itten in words and unit bid prices writt�n in nurnbers, the unit
price wxitten in words si�all govern.
Until the award of a con�ract is made, the ownEr reserves the right to reject a bidder's proposal for
any of the followi.ng reasons: � .
a. if th,e proposal is irregular as specified in the subsectio�-titled� IRREGULAR PROPOSALS
af Section 20.
b. � the bidder is disq�alified for any of the reasons specified in the subsection titled
DISQUA�L,IFICATTON QF BII?DERS of Section. 20. �
In addition, until the award 6f a contract is made, the owner reserv�s the right to reject any or all
proposals, waive technicalities, if such waiver is in the best interest of th� owner and is in
canformance with applicable state and locai laws or regulations pertaining to t�xe letting of
construction contracts; advertise for new proposals; or proceed with the work ot�erwise. AIl such
actions shali promote tiie awnEr's best interesfs.
30�02 AWA�.II OF CONT'12ACT. The award of a contract, if it is to be awarded, shall be made
within 30 calendar days of ti�e date speci.fied far publicly ogening proposals, unless otherwise
sger.ified herein.
Award of the contract shall be mad� by the awner to the lowest, qualified bidder w�inse proposal
conforms to the cited requirements of ths owner.
30�D3 CANCELI,AT�ON OF AWARD. The awner reserves the right to cancel the award without
�iability to the bidder, accept retum of progosal guaranty, at any time before a contract has been fiilly
executed by aii parties and is approved by the owner in accardance with the subsectian �itled
APPROV.AL OF CONTRACT of this section.
30-U4 RETURN OF PRO�'aSAL G�]ARAN"TY. All propasal a�a�nties, except those of the two
iowesi bidders, will be returned immediately a$er ihe awner has rnade a eomparison of bids as
hereinbefore specified in the subsection titled CONSIDER.ATIOIV OF PR�FOSALS of this section.
Propasal guaranties of the two lowest bidders will be retained by the owner unt�l such tiix�e as an
award is made, at which time, the unsuccessful bidder's proposa� guara.nty will be returned. The
successful bidder's proposai guaranty will be retumed as soon as the owner receives the cantracts
SEC 30 - 1
bonds as specified az� the subsection titled RE�UIREMENTS OF CONTRACT BONUS of tius
�ectian. ..
30-OS REQi�IREMENTS CiF CONTRACT BONDS. At the tirrie of the execution of the
contract, �he successfizl bidder s�iall furnish the ovwner a surety bond or bonds which have been fully
executed by the bidder an,d the surety guaranteeing ths performance of the work and the paymezzt of
ail Iegal debts that may be incurred by reason oi ihe Contracior's perFarmance of the work. The
surety and the faf-m of #he bond or bonds shaIl be acceptable to the owner. Unlsss otherwise specifiec�
in thi5 subsecCio� the surety bond or bonds shall be in a surn equal to the full amo�xnt af the contract.
30-06 F.�ECUTI4N �DF CONTRA.CT. The succ�ssful bidder shall sign (execute) the necessary
a�reeznents far entering into the contract and returri sucfi signed contract to the owner, along with
the fuIIy executed surety bond or bonds specified in ��e subsect�an titled REQUIRENIENTS 4F
CONTRAGT BONDS of this�section, within 1S cal�ndar days from �e date mailed �r otherwise
delivered to the successful bidder. Jf the contract is mailed, special handling is recornrr�ended.
30-07 APPROVAL OF CQNTRACT. Upon rec�ipt ofthe contract and contract bond ar bonds
that have been executed �by the successfizl bidder, the owner shall complete the execution o;f the
contract in accordance with local laws or ordinances, and return the_fully executed contract to the
Contractor. Delivery of the fuliy executed contract to the Cor�ractor shall constitute the awner's
approval to be baund by the successful bidder's proposal and the terms ofthe contract.
30-OS FAII.URE TO E�ECUTE CONTRACT. Failure af the successful bidder to execute the
contract and f�.unish an accepta�le surety band or bonds within the 15 caiendar day periad specified
in the subs�ction titi�d REQUIRENIENTS OF CONTR.ACT BONDS of this sectian sh.all be just
cause for cancellation of the award and forFeiture af the proposal guara.nty, not as a penalty, but as
liquidation af darnage� to the awner. � .
END OF SECTI4N 30
SEC 3� - Z
SECTI�JN 40
SCOPE OF WORK
40-�01 �TNTENT OF C4NTRACT. The intent af the cantract is to provide for constructiam and
coinpletion, in every detail, of the work described. It is further i.ntended that the Comtractor sha�!
furnish aIl labor, materials, equipment, tvols, transportation, and s�gplies requued ta complete the
work in accordance �vitfi the plans, sp�cifications, and terms of the cantract.
a(��� ALTERATION OF WO�K AND QUANT1fiLES. The owner-reserves and shall have the
right to make such alterations in the work as may be necessary Qr desiurable to complete the work
originally intended in an acceptabje manner.. Un.l,ess atherwise specified herein, th� Engineer shall be
and is hereby authorized to make such alterations in the work as may increase or decrease the
originally awarded contract quantities, provided t�at the aggregate af such alteratians does not
change�the total contract cost or the total cast qf any majar contract item by more than 25 percent
{total cost being based on the urut prices and estim,ated. quantiities in ,the awarded contract).
A�teratians w�ich do not exceed the 25 percent limitation shal� not invalidate the contract nor release
the surety, and the Contractor agrees to accept payment far such afterations as if�e altered wark
had heen a part of the original contract. These alteratians which are for work within the general
scope af tha contract shall be covered by "Change �rders" issued by the Engineer. Change �rders
for aftered work shall include extensions-of contract time where, in the Engineer's opinion, such
�xtenszons are commensurate with t�e amount and dii�"iculty of addEd work:
Shauld the aggregate amount of aitered work eacceed the 25 percent limitation hereinbefore specified,
�uch excess altsred w�rk shall be covered by supplementaI agreement_ If' tha owner arid the
Contractt�r are unable to a�.,}'ee on a unit adjust�nent for any cantract item that requires a supplemental
agreemen�, the ovv�er reserves the right to tanninate the conta-act with respect to the item and make
other arrangements �or its completion.
40-03 OMu11��:� TT'E�1',�5. The Engineer may, in the owne�'s hest interest, amit from the work any
contract item, except major contraet items. Major contract items may be omitted hy a supplemental
agreement. Such omission of contract iterrts shall noi invalidate ariy ather contract provisian or
requirernent.
Should a contract item be omitted or otherwise ardered to be nanpetformed, the Cantractar sha�I be
paid for a11 wark perFarmed taward comptetion of such item prior to the date Qf the arder ta amit
such atem. Payment for work perfc�rmed shall be in accordance with the subsection titled PAYN�NT
FOR aMITTED ITEMS of Section 90.
40�04 EXTRA W�RK. ShQuld acce�table completion of the cantract raquire tl�e Con�ractor ta
perf�rm an item of wark far which na basis of payanent has been provided in the original contract or
previausIy issued change order.s or supplemental agreements, the same shall be called Extra Work.
Extra waric ttiat is witlziz� the generaI scope of the contract shall be covered by written change arder.
Change ord�rs for such e�ra work shall conta�n agreed unit prices for performing the change order
SfiC 4Q - 1
�1
work in accordance with the requirements specified in the order, and •sha.lt contain any adjustment to
the contract time that, in the Engineer's opinion, is necessazy for completion of such extra work.
When detezmined by th.e Enginesr to be in the owner's best interest, he may order t�e Contractor to
groceed' wzth extra work by f�rce accaunt as provided iri the s�bsectian titled PAYMENT FOR
EXTRA AND �'ORCE ACCOUNT WORK of 5ection 90.
Extra work that is necessary £or acceptable completian of the project, but is not within the general
scope of the work covered by the ariginal contract shall be covered �y a Supplemernal Agreement
as hereinbefore defined in the subsection titled SUPPLEMENTAL AGREEMENT of Sectiozi 10,
Any clairn for payinent of e�ctra work that is n.at-covered by written agreement (chan�e order or
supplementaI agreement) shall be rejected by the owner,
4a-OS MAINTENANCE OF TRAFFZC. Tt is the exp�icit intention oFthe contract �at the safety
ofaircraft, as well as the Contracto�'s equigment and personnel, is the znost important consideratian.
It is understood. and agreed that the Cantractor shall provide for the free and unobstructed mavement
of aircraft in the sir operations areas of the airport wi�h respect to his/her own operations and the
aperations of a.EI his/her subcantractors as specified in the subsection tltled LIlVIITATION DF
OPERATIONS of Section 8Q. It is further understoad and agreed that the Cantractor shall provide
for the unintezrupted aperation of visual and electronic signals (including power suppIies thereta)
used in the guidat�ce of aircraft. while operating to,-from;.and upon the airport as specified in the
subsection titied' CONTRACTOR'S RESPONS�BILITY FOR UTII,ITY-��SERVICE AND
FACILTTIES 4�' OTHERS in Sectian 74.
With respect to his/txer own operations arid the operations o£ aIl his�er subcontractors, the
Contractor s�xall provide rnarkir�g, lighting, and other acceptable means of identifying: personnel;
equipment; vehacles; storage area�; and any work azea or condition that may be hazardous to the
apera�ion of aircraft, fire-rescu� equipment, or maintenance vehicl�s at the aarport.
When the contract requires the maintenance of vehicular traffic an an existing road, street, or highway .2 3
during the Con�racto�s perfarnzance af work that is othenvise pravided for in the contract, plans, and
specificati�ns, the Contractor shall keep such raad, street, or highvvay apen to a.� traffic and shall
grovide such ruaizitenance as may be required to accommodate traffic. The Contractor shall fumish
erect, and maintain barricades, waming signs, flagmen, and other traffic control devices in reasanable
conformity with the manual of Uniform Traffic Control Devices far �treats and Highways (published
by the United States Goveraunent Printing Office), unless otherwise specified herein, The Contractor
shall also c�nstruct and maintain in a safe condition �.ny temporary connections necessary for ingress
ta and egress from abutting praperty or intersecting roads, streets ar highways. Ur�less otherwise
specified here� the Contractor will not be required to furnish snaw removal For suc� existing road,
s�reet, ar highway.
Tlie Cantractar shaJ.l make his/her own estimate of alI labor, materials, equipment, and incidentals
necessary for providing the mainteriance of aircraft and vehicular traffic as specified ir� tius subsection_
SEC 40 - 2
The cost ai maintaining the aircraft and vehicular tra�'ic specified in this subsection shail not be
measured ar paid for directly, but shall be inciuded in the various conr,z-act items.
4U-Ob REMOVAL �F EX�STING S'I'RUCTCTRES. AIl �xisting structures encauntered within
the established lines, grades, or gradxng seetions shaIl be removed by the Contrac�vr, unless s�cli
existing structures are athen�vise specified to be reiocated, adjusted up or.down, salvaged, abandoned
in place, reused in the work or to rema,i,n in place. Th� cost af remaving such existing str��tures shall
not be measured or paid for directly, hut shaIl. be included in the variaus contract items.
Should the Contractor encaunter an existing stz-ucture (abov� or belnw ground) in the wark for which
the disposition is not indicated on ihe plans, �he Engineer shall be notified prior ta disturbing such
structure, �T�ie dispasition of existin� structures so encountered shall be imrned'zateIy deterinined by�
the Engineer in accardance with the provisions of t�e contract.
Exc�pt as provid�d in the subsection titled RIGHTS Il� AND LTSE aF MA'I�RSALS FOUND TI�i
THE WORK of fkus sectiori, it is.intended that -a�! existing materials or stnictures that may be
encauntered (within the Iines, $rades, or grading sections established far completian of the work)
shal! be utilized in the work as atherwise pravideri for in the contract and sha11 rernain the property
af the �wner when so utilized in the work_ -� �
40�07 RIGHTS IN AND USE �F MATER�A.LS FOUND TN THE WORK_ ShouId tk�e
Contractor encounter any materia] such as (but nat restricted to) sand, stone, graVel, s�ag, ar concrete
slabs within th,e estabfzsf�ed Iines, grades, or grac�ing sections, the use af whicki is intended by the
terms of the coniract to be either ernbankment or waste, he may at his/her ogtion either:
a. Use such material in another contract item, providing such use is approved by the Enginesr .
and is in conformance with �he contract specifications applicable to such use;_ or, _• -_
b. �temove such materiai from the site, ugon written approva! of the Engineer, or
e. Use such material for his/her own t�mporary co'nstruction on site; ar,
d. Us� such material as intended by the terms of the cantract.
Should the Cantractor wish to exercise aption a.s b., or c_, he shall request the Enginee�s approval
in advance of such use.
5hauld the Engineer approve the Contractor's request to exercise option a., b., ar c., the Cantractor
shall be paid for t�e excavation or removal of such materiaI at the apglical�Ie contract price. Tl�e
Contractor shal! replace, at his/i�er own expen�se, suc� removed or excavated material with an agreed
equal volume o#' material that is acceptable for use in canstructing embankment, bacl�`ills, ar
atherwise to the extent that such replacement rnatetia� is needed to ct�mplete the cantract work. The
SEC 40 - 3
Cantracror shaU, nc�t be charg�� for hisJl�er use af such material sa used in the work ox removed from
the site. �
,,
Shauld �he Engineer apprave�the Contractor's exercise of optior� a., the Comractor shall be paid, at
the applicable contract pric�, for furrusiiing and installing such material in accordance with
requzrements of the contract item in which tiie material is us�d.
It is understcaad and agreed that the Contractor shall make no claim for delays by reason of hisCher
exercise of aptian a., b., or c. � . _.
�'he Contractor shaIl nat excavate, remove, or otherwise disturb arry material, structure, ar part of
a stnzctu�re which is located autside the lines, grades, or grac�ing sections established for the work,
except wh�re such excavation or removal is provided for in the contract, plans, ar sgecifications.
�0�09 FINAL CLEAN�TG UP. Upon campletion of tlze work ar3d before acceptance and final
payment wzll be made, the Contractor shall rerraove from th� site ali machinery, equipment, surplus
and discarded materials, nibbisl� temporary structures, and stumps or portions of'trees. �ie shall cut
alI brusf� and w�oods within the limzts int�icated and shalI leave the sita in a neat and presentable
condition. Material cleared from the site and depasited on adj.acen#� pragerty will not be cansidered
as having been disposed of satisfactorily, unless the Cvntractor has ohtained the written perrriission
af such property owner. '
END OF SECTYON 40
SEC 40 - 4
SEC'I.ZQN 50
C4NT'ROL �F W ORK
50-U1 AUTHORTTY OF THE ENGiNEER. The Engiineer shall decide any and aII questions
wlaich may arise as to the quality and acceptability of materials furnish�d, wvrk performed, and as to
the maFuier of performance and rate of progress of the wark He shall decide all questior�s whic�i may
arise as ta the interpretation of the specifications or plans reia�ing to the wor� the fulfillment of the
contract on the part afthe Cantractor,� and t�e rights of di$'ere�zt Cantractors �n the project_ The
Engneer shall determine the amourn and quality of the severa! lcinds of wflrk performed a.rad materials
furnished which are to be paid for the under contract.
50-02 CONFORMITY W�T'S PLANS AND SPECIFICATZONS. All work and all materials
fum,ished shall be in reasonably close con,farnuty �vv�th the Iines, grades, grading sectiozzs, cross
sectians, dimensioas, material reguirements, and testing requirements that aze specified (including
specified tolerances} in the cantract, plans ar specificatians. -
If the Engineer finds the materials furnished, wark performeci, ar the finished product not within
reasonably ciose can#'orFniit}► with the plans and sp�cifcatioczs but that the portion of the work affeeted
wi� in his�'her apinior� result in a finished product haviz�g a level of sa£ety, econa�y, durability, and
workmanship acceptable to the awner, he will advise the owner af lus/her detemiination that the
affected work be accepted and remain in place. in this event, the Enginaer will document h�s/tier
deterniination and recommend ta the owner a hasis of acceptance which will pravide for an
adjustment irk the contract price for th:e agected portion af the work. The Engineer'� deternzination
and recommended contract price adjustments wil! be based on good engineering judgment and suct�
tests or retests of the affecte�i work as are, in ltis/her opir�ion, ne�ded. Cha.t�ges in the Gontract price
shai� be cavered by cantract modifications (cha.nge order ar supplemental agreement} as applicable.
'� If the Engineer finds the materials furnished, wark perfflrmed, or the finished praduct are nat in
;+ reasonably close confarmity with the pians arxd specif cations and �have resulted izi an unacceptable
: fizushed groduct, the a$'ected work or�materia�s._shall be removed and replaced or otherwise corrected
by and at �the expense of the Contractor in accordance with the Engineer's written orders.
For the pwpose of this subsectian, the term "reasonably close confomuty" shail not be construed as
waiving fhe Cantractots responsibility to corriglete ti�e work in accQrdance with the contrac�, plans,
and specifications. The term shatl not be construed as waiving the Engineer's right to insist on strict
compliance with the requirements of the contract, plans, and specifications during the Contractor's
prosecution of the woric, when, in the Engineer's opinion, s�ch coinpliance is essential ta provide an
acceptable firushed portion af the work.
For the purpase afthis subsection, the terrn "reasonably close confarmity" is also intende� to prov�de
the Engineer with the authority tn use good engineering judgment in hislhar determinations as to
accept�nce af work that is nat in strict confornuty but wiIl pravide a finished product equal ta or
bett�r than ti�at inteaded by the requirements ofthe contract, plans ar�d specificatians.
SEC 50 - I
50�03 COORDI.NATION OF CONTRACT, PLANS, AND SPECIFICAT�CINS. The contract,
plans, specif cations, and all re�erenced standards cited are essentia! pa.rts of the contract
requirements. A requirernent occurring in one is as bindiz�g as though occurring in all. They are
intende�i to be camplern'er�tary and .to descri$e and provide for. a complete work. In _case of
discrepancy, catculated dimensions will govem ovex �scaled dimensions; cori�ract iechza�ical
specifications shall gavern over contract general provisions, plans, cited sta�dards for rnaterials or
testing, and cited FAA advisory circulars; cantract general provisions shall govern aver pf ans, ciied
standards for materiais or testing, and cited FAA advisory circulars; plans sha11 govern over cited
standards for materials ar testing and cited F.AA advisory circulars.
The Contractar shall not take advantage of any apparent error or omission ar� the plans ar
speci�ications. ira the evez�t the Contractor discovers any ap�a.r�nt erraz' or discrepancy, he shall
iinmediately call upon the Engineer for his�er intezpretation and decision, and such d�cision shall be
fina.i. • - - _
54-U4 C��PERATrON O�` CONTR.ACTQR. The Contractor will be supplied with twa copies
each of the plans a.cad specifications. He shall have avaiiable an the work at all times one copy each
of the plans and specificatior�. Addition�l copies of plans arid specificatians anay be a�tained by the
Contractor for the cost af reproduction. �
The Contractor shall give constant attent�on ta the warfc to facilitate the pro�ress thereof, and he shall
cooperate with the�Engineer and iuslher inspectors and witl�� other contractors in every way possible.
The Engineer shall aIlocate he work and designate the sequence of construct'ron in case af eontro�ersy
between contractors. The Contractor shal.l have a compet�nt superintendent on �he work at all times
who is �ulIy aut�ori�ed as his/her agern on the work. The superintendent shaIl be capable of reading
and thoroug4�Iy understanding the plans and specifications and shall receive and fulfill instructions
from the Engineer or hisliier authorized representati�e.
50-0� COOPERATION BET^WEEN C4NTR.ACTORS. The awner res�ves the right to contract
for and pezfarm other or additinnal work an or near the wark covered by this contract.
When separate �ontracts are let within the Iimits of any one project, each Contrac�or shall cond�ct
his/her work sa as not to interfere with or hinder the progress of completion of the work being
perFozmed by ather Cantractors. Gontractorsworking on the same project shaIl cooperate with each
ather as directed.
Each Contractor involved shall assume a� liabi�ity, financia.� or otherwisE, in connection with hisll�er
contract and sha21 pratect and save harmless the owner from any and all darnages or claims t�at may
arise because of incanverzience, delays, or loss experiencad by him because of the presence and
aperations of oth�r Cantractors r�orking within the limits of the sarne project.
The Contractar shali azrange 1�islher �vark and shalI place and dispose of the matenals being us�d sa
as not ta interfere with the aperatiQns af the ather Contractor.s vv�ithin the Iim'sts af the same project.
SEC 50 - 2
He shaJ1 join lnis/lier wcark with that of the others in an acceptable ma.nner and shall perform it in
prflper sequence to th�t of tY�e others.
50-Qb C�N5TRUCTION I.�'YOUT AND STAKE�. The Engineer. shall establish harizontal and
vertical control' �nly. The Contractor rnust esiab�isl� all layout required for the constr�ction af the
work Such stakes and markings as the Engineer may set for either his/l�er ov,m or the Contractor's
guidance s1�aJI be preserved by the Contractor, In case of negLigence on the part of #he Cantractor,
or hisfher employees, resuiting in the destruction af such stakes or markings, arz amour�t equal to the
cost oi replacing the sarne may be deducted fram subsequent estimates due the Contractor ai the
discretion of ttie Engineer.
50-i��' AUTOMATYCAI�Y C07VTROLLED EQU�PMENT. Whenever batctiing or mixing plant
equiprnent is required to be aperated automatically under the contract and a breakdovvn or
malfunction of the automatic controls occurs, the equipment may. be aperated manually or by other
rnethods for a period 48 haurs following the brealcdawn ar malfunct��n, pravided this anethod af
aperations wiil product results which con�orm to ail ather reguirements of the contract.
SO-OS AUT'HORI1'Y AND DCJTIES OF YNSPEGTORS. Inspectors employed by the awner shall
be authorized to uispect all work dons and all material fi�rnished. Such inspection may e�rtend ta all
or any part of tbe work and to the preparation, fabricatian, or manufacture of tl�e materia.Is to be
used. Inspectars are not authorized t4 revoke, aiter, or wa�ve any provision of the eontract.
Insgectors are not autharized to issue instructions contrary to fhe_pians and specificatians or to aCt
as foreman for the Contractor.
Tnspectors empioye� by the owner are authorized to notify the Contractor or lnislher representatives
of any failure af the work or materials to conform to the rec�ui.arements of the contract, plans, or
specifications and to reject such nonconforming,materiaIs in questian until such issues can be reterred
to the Engineer far hislher decision.
50�9 INSPECTION QF TSE WOR7� All materials and each part ar detail af the wor�C shall .be
subject to �inspectionby the �nginesr. Tl�e Engineer� shall �be allow�d access t4 all parts of the woz'k
and shrall be furnishe� with such information and assistance by the Contractor as�is requir�d to make
a complete and detailec� inspection. '
Tfihe Engineer requ�sts it, tt�e Cantractor, at any time before accepta�ee of t.he woric, sha11 remove
or uncover suc� partions of th,e finishe� wark as ma.y be directed. After examination, the Contractor
sfia11 restore said portions afthe work to the standard required by the specifications. Shauld the work
thus exposed ar exatnined pra�e acceptabje, the uz�cavering, ar remaving, and the replacing of the .
cavering or making good af the parts removed wiil be paid for as extra work; but shauld the work
so exposed or examined prove unacceptabl�, the t�ncavaring, or removing, and the replacing of the
cover�g or making goad of the parts remor�ed� will be at �e Contra�tor's expense.
Any work done or materials used withaut supervi�ion or inspection by an authorized representative
of the owner may be ordered removed and repiaced a.t the ContTactar's expense unless the owner's
SEC50-3
representative failetE to ins�ect after having been given reasonable notice in writing that the work was
to be perforaned.
Should the contract work include reloeation, adjustment, or any other modification to existing
facilities, not the praperty ofthe (contract} awner, autfnorized representatives o�the awners o�such
facilities shall have the right to inspect sucb work Such inspectian shail in no sense make any facility
owner a party to the contract, and sha�i in no way interfere wi�li the rights of tfie parties to tk�is
contract.
5�-10 REMOVAL OF UNACCEPTABLE AND UNAUTHOR�ZED WORK. �Il wark v++hich
does not form to the requirements of the contract, plans, and specifications will be cansidered
unaccegtabie, unless otherwise deterrni�ned acceptable by the Engineer as provided in the subsectian
titled CONF4RMITY �TH PLANS AND SPECIFICATTON� of this section.
Unacceptable work, whether the result of poor warkmanship, use of defective materials, damage
tEarough carelessness, or any other cause £ound to �xist prior to the final acceptance of the worlc, shall
be removed immed.iately and replaced in aii acceptable manner in accordance with the pravisions of
the subsection titled CONTRACTOR'S RES�'ONSIBTLTTY FOR WI�RIC of Section 70.
Work done cantrary to the instructians of the Engineer, work done beyond�thE lines shown on the
plans or as gi�e� except as herein specified, or any extra work cfane without authority, 'will be
considered as unauthorized� and will not be paid for under the prowisians nf�he cantract. Work so
done may be ordered removed or replaced at the Contractor's expens�.
Upan failure a� the part of thE Contractor to comply fortfiwith with any order oi the Engineer made
under the gravisions of this subsection, the Engineer will have authority ta caus� unacceptable wark
to be remedied or removed and replaced and unauthorized work to be removed and to deduct the
c�sts (incurred by the owner) from any monies due or to becorr�e due the Contractor.
50-�I1 L�A.D RESTRICT'�4N5. Tt�e Contractor shalt comply with all legalload restrictions in the
iiauling of materials nn gublic r�ads beyond ti�e Iimits af the work. -A special permit will not relieve
the Contractor of�lzability for damage which may result from the moving of materiai or equipment.
The opera�i�n of equipment of s�ch weight or so loaded as to cause damage to structures or ta any
other type of construetion will nat be permitted. Hau�ing ofmaterials over tne base cours� or surface
course under canstructian si�a�l be Iimiteti as direcied. No l�ads will be permitted an a concrets
pavement, base, or structure before the �xpiration of the curing per�od. The Contractor si�all be
responsible for ail dan�e done by hisliier haui�u�g equipment and shall correct such damage at his/iier
owzi expense.
50-12 MAINTENANCE DiTRING CONSTRUCT'TON. The Contractar shall ma.intain the work
during construct�on and until the wark is accepted_ This maintenance shall constitute con�inuous and
effective waric prasecut�d day by day, with adequate equipment and forces so that the work is
maintai�aed in satisfactory conditian at a�l times.
SEC 54 - 4
In the case of a contraet for the placing of a course upan a course ar subgrade previously
constructed, the Contractor shall maintaia the previous course t�r subgrade during all canstruction
ogerations.
.All casts of maintenance woric during construction and be:Fore the project is accepted shall be included
in the urrit prices bid on the va�ious contract items,� and ti�e Contractor will nat be paid an additiana!
amount for such work.
50-�3 FAILt]RE TO MATNTAIlV' THE WORK. Should the Contractor at any.tirne iail to
maintain the work as provided in the • subsection t�tlec� MAINTENANCE DL7�.IIVG
CONST�U�CTiON of this sectior� the Engineer sha�l irnmedzataly notify the Contractor of such _
noncompliance. Suci� notificatic�n shail speeify a reasonab�e time within which ti�e Contractor shall
be required to remedy such unsatis�actory maintenance cozidition. The time specified will give due
considezatian ta the exigency that exists. - �
Sl�ouid the Contractor fail, to respond to the Engineer's notzfication, the Engineer may suspend any
work necessary for the owner to correct such unsatisfactary maintenance candition, depending an
the exigency that exists. Any maintenance cost incurr�d by the owner, shall be deducted from �inonies
due or to become due tk�e �ontractor.
50-14 PAR'TIAL ACCEPTANCE. If at any time during_ the prosecution of the project �he
ContractQr substantially completes a.t�able, unit ar portion of the w4rk, the, accupa�c3� of �vh.ich wi11.
beneft the owner, he may request the Engi�eer to make fina� tnspectian��f that.unit. If the Engineer
finds upon inspection that the �ait has been satisfactori�y completed in compliance with the contract,
he may accept it as being completed, and the Con#ractor may be r�lieved o� further responsibility for
that unit. Such partial acceptance and bene�ciai occupancy by the owner shall not void or alter any
provision of ti�e contract. �
- 50�I5 FINAL ACCEPTANCE. Upan due notice from the Contraetor of presumptive completion
_ a�the entire prajeet, the Engineer and own�r will make an inspectian. �If al! construction pravided
far and caniemplated by ihe contract is found to be completed in accardanca with the contract, plans,
and specifications, �uch inspectian shall constitute the fin.al inspecxion. � The Engineer shall notif}r the
Contractor in writing of final acceptance as of the date of the fina� inspection.
If, however, the inspection disclo��5 any wor14 in w.hole or in part, as being unsatisfactory, the
Engineer wiil give the Contractor the necessary instructions for correction af same and the Contractar
shall immediately comply with and execute s�ch instructians. Upon correction of the work, another
in.spection will �e made which sha11 canstitute the fTnal ins�e�tior�, pravided the work has been
satisfactarily completed. In such event, the Engzneer wiil make the finai accegtanc� and notify the.
Contractor in writing of ttiis acceptance as of the date of final inspection.
SO-1G CLAIlYIS FQRADNSTMENT AND DISPUTES. 7ffor any reason the Contractor deems
tha.t adciitional cc�mp�nsation is due him for work or matarials no# cleariy provided far in the contract,
pians, or specifications or previausIy auttiorized as extra wark, he sha1l notify ti�e Engineer in writing
SECSq-�
af hislher intention to claim sucb. additional compens�tion before he begins �t�he work or� w�iich he
bases the claim. If such notification is not given or the Engineer is not afforded proper ogpartunity
by t�e Contractor for kee�ing strict account of acttial co�t as required., then �e Contractor hereby
agrees to waive any claim for such additional compensation. Such notice by the Contractor and ti�,e
fact tk�at the Engi�eer has kept account of the cost of the work sha11 not in any way be construed as
praving or suhstantiatiz�g the val�di�Gy af the ciaim. When the work on which the ciaim for additional
compensation is based has been completed, the Contractor shall, within 10 calendar days, submit
hisJher wriiten claim t� the Engizieer who wil� present it ta the owner for consideration in accordance
with local laws or ardinances. -
No�hzng in tius subsection shail be constzued as a waiver of the _CQntractor's �right to, dispute fina�
gayment based an differences in measurements or computations.
50-17 COST REDUCTItJN INCENTIVE. Ths provisions of this subsectian wi11 apply only to
contracts awarded to the lowest bidder pursuant to competitive hidding. �
Dn projects with original contract amounts in excess of $100,�00, the Contractor may submit ta the
Engin�er, in writing, proposal,s far madifying the plans, specificatians or other requzrernents of the
cantract for the sole purpose of reducing the cost of construction_ T�e cost reduction prapasal shall
nat impair, in any mannez', th� essential functiqns or cf�aracteristics of the projeci, including but nat
limited to service lafe, econaaiy of aperation,-ease ofmaintenance, des�red ap�earaz�ce, design and
safety standards. This pro�isian shall not apply ur�less the praposal subrnitted is specificaily identified
by the Contractar as being p'resented far consideration as a value engineering proposal. ._
Not eligibie �or cost reduction proposals are chan,ges in the basic design of a pavement type, ninway
and taxiway lighting, visual aids, hydraulic capacity of drainage faciIities, ar changes in grade or
alignment that reduce the geometric standa.rds af the project. , .
A� a minimuzxi, the follQwing infarniation shall be submztted by the Cornractor with each praposal:
� a. A description of �oth existing contract requirements for performing the work- and the
groposed changes, with a discussion of the comparative advantages and disadvantag�s o£ each;
b. An i�emization tif the contraci requirernents that must be changed if the proposa! is
adopted;
c. t�. deta.iled estimate of the ctast of performing the wQrk under the existing contract and
under the proposed changes,
d. A statement of the tirrae by wiiich a change order adopting the praposal must be issued;
� A statement af the effect adaptian of the prap4sal witl have an the time %r completion o#`
the coniract; and
SEC 50 - 6
f. The cantract items of wor�C affected b}� t�ie praposetl changes, including any quantity
variation attributable to them.
The Cantractar ma.y withdraw, in whole or in part, �ny cost reduction propasal not accepted by the
Engineer, within the period specified in the praposal. The provisians�of this subsection si�all not be
construed to require the Engineer to consider any cost rectuction proposal which rnay be submitted.
The Contractor shall continue to perF'onn the work in accordance vvitl� the requirements of the
contracC uni� a change arder incorporating fihe cost reduction proposal has been issued. If a change
arder has nat been issued by the date upon which the Contractar's cost reduction praposal specifies
that a decision sh�uld be made, or such other date as the Contractor may s�bsequently have requested
in writing, such cost reduction proposal shali be d�emed rejected. �
The'Engineer shall be the sale judge caf the accepta�ility of a cost reductian proposal and of the
estimated net savings from the a�option of aII or any pa.rt of such groposal. In determin.ing the
estzmated net savings, the Engineer may disregard the cantract bid prices if, in the �nganeer's
�udgement such prices �dca nat represent a fair measure of the value of the woxk to be performsd or
deleted.
The awrier rriay require the Contractar to share in the awner's casts crf investigating a cost reduction
proposal submit�ted by the Contractor as a cand'ztion of cansidering such praposa�. .Where such a
condi�ion is imposed, the Contractor shalI acknowledge acceptance of it in writing. �uch acceptance
shall constitute full authori#y for the owner to deduct the cost of investigating a c�st reduct�on
proposal from amaunts payable ta the Con�-a.ctor und�r the cantract.
If tiae Contractor's cosf reduction propo�al is accepted in whole or in pazt, sueh acceptance wiIl be
by a contract chaz3.ge order which shall specifically 5tat� that it is �executed pursuant to t�.'ts
subsecti�n. Such change order shall incorparate the changes izi the plans and specificativns which
are necessary to pernut the cost reductian proposal ar such part of it as has been accepted an.d shall
include any conditians upan which the Engineer's appro�at is based. The change arder sha�l also set
farth the estimated net savings attributable to the cost reduction proposal. The net savings shall be
de�tennined as the c�.i�fference in costs between the original cantract cos�s for the involved work items
and the costs occurriung as a result of �he proposed change. The change,arder.shall also establish the.
net savings agreed upon and shaIl provide for ad�ustment in the contract�pric� that will divide the net �.
savings equal�y betwee� the Contractor and the Qwner. �"
The Contractor's 50 percent shaze af the net savings s�hall c�nstitute full compensation to the
Contractar for the cast reduction proposal and the per�'ormance of the work_
• Acceptance of the cost-reduction proposal and performance of the cost-reduction work shall nat
extend the time of coinpl�tion of the cantract �xnless specificalty provided for in the contract ci�ange
ordsr. .
��1D QF SECTIDN 50
SEC SD - 7
s�cTTort 6a
CONTROL OF MATERTALS
60-01 SOURCE OF SUPPLY AND•QUALTTY REQUiREMENTS. T1ae.materials used on the
wor�t shall canform to the �equirementS of the contract, plans, and speci�fications. [3nless ottierwise
specified, such materiais that are manufactured or processed shall be new (as compar�d ta us�d� Q�
re�rocessed).
In order to expedite the inspec�ion and testing of materials, the Contractor shall furnish complete
sta.temenis to the Engineer as to the origir� composition., and manufaciure of all materials to be used
in the work. Suc� staternents sl�all be furnished prompily after executi�n of the contract but, in all
cases, prior to delivery of such materials. - �
At the Engiriee�s ogtio� inaterials may be appraved at the source-a£ supply bEfore delivery is stated.
If zt is found a.fter trial that sources of supply for previousiy approved materials do not praduce
specif ed products, the Contractar shall furnish materials from other sources.
The Contractar sha�l furnish airport lighting equipment that conforms tn th,e requirements of cifed
materials specifications. In addition, rvhere an FAA specificatio� for airport Iigfiting equiprr�ent is
cited in the plans or specificat�ons, the Contractor shall furnish such equipment that is:
a. Listed in FA.A Advisory Circular (AC) 150/5345-I, Approved Airport Equigmenf, that
is in effect on the date o�' advertise�ent; and, � -
b. Produced by t�e rnanu£acturer qualified (by FA.A) to produce sucl� specified and �Zsted
equipment. � �
TI�e fallawing airport iighting equipment is r�quired for this contract and is to be furnished by the
Contractor in accordance with tiie requirernents of this subsection: ..
EQUTPMENT NAME
• CITED FAA SPECIFICATIONS
EFFECTIVE FAA AC OR APPROVAL LETTER F�R EQLAPMENT .ANI]
MANUFACTURER _ -
60-I� SAMPLES, TESTS, AND CTTED SPECTFTCAI'iONS. All materials used in the work
shall be inspected, tested, arad approved by the Engineer before incarporation in the work. Any� work
iri which untested rnat�rials are used without approval or written pemussion of the Engi�teer sha11 be
performed at th� Contracto�s risk MateriaJ,s faund to be unacceptable and unautharized will not be
paid for and, if directed by the �ngineer, s�ia2I be removed at the Cantractor's expense. Unless
otherwise designated, tests in accordaz�ce with t�ae cited standard methods of AASHTO or ASTM
which are current an the date of advertisement for �ids wiIl be made by and, at the expense of the
awner. Samples will be ta�en by a quaIified repr�sentative af the owner. , All materials bein� used
SEC 60 - 1
are subject to inspectian, test, or rejection at any time priQr to or during incorporatian into the wor�C.
Copies af all tests will be furnished to the Contractor's representative at his/her request.
b4-03 CERTiFICATION OF COMPLL�NCE. The Engineer may permit the use, prior to
sampiing -and testing, of certain materials or a�semhlies vahen accompazued by ananuf�acturer's
certi,ficates of compfiance statirig that such ma.terials or assernbiies fully comp�y with the requiraments
of the contract. Th.e certificate shall be sign.ed by the manufactuser. Eaeh lot of suci� materials or
assemb�ies de�ivered to the work anust be accompanied by a certificate of compliance in which the lot
is cIearly identified. �
Materials or assemblies used on the.basis of certificates of cornpiianc� may be sampled and test�d at
anytime and iffaund not to �e in conf'ormity with contract requirements wiU. b.e subject to rejection
whether in place or no�. _
The �orm and distribution o#` certificates of compliance, shall be as approved by the Engineer.
Wiien a material or assembly is specified by "brand nazne or equal" and the Contractar elects to
furnish the specified "brand name", the Cozztractor sha�l be required to furnish the manufacturer's
certificate of cornp9iance for each lot of such �naterial or assembly delivered to the work. Such
eartificate af compIiance shall clearly identify each lo# deli�ered and sha.�l certify as to:
a. Conf'ormanc� to the specified perforrnance; testing, quality or dimensional requiremen�s;
and,
b. Suitabiiity of the material or assembly for the use intended in, the contract vvork.
Shauld the Contractar propose ta fumish an "or equal" material or assembly, he si�all furnish the
rnanufacturer's certificates of coinpliance as hereinbefore described for the specified brand name
materiaI or assern�ly. Howe�+er, the Engineer shall be the sole judge as to whether the proposed "ar
equal" is suitable for use in the work.
The Engi.neer reserves the right to refizse p�rmission far use of materials or assemblies an the baszs
af certificates of cornpliance. � � '
60�04 PLANT INSPECTTON. The Engineer or his/t�er authonzed representative may inspect, at .
It5 5011I'Ce, any specified material or assemblp to be used in the work. Manufacturing plants may be
inspecte�d from time to time far the purpase af �etermining compliance with specified manufacturing
methods or materia.9s to be used in the w�ric and to obtain samples required for hislher accegtance .
of tf�e matezial ar a.ssembly.
Should the Engine�r conduct glant inspe�tions; the following cQnditidns �hall exist:
a, The Engineer st�aii have the cooperatian and assist.�r3ee of the Contractor and the producer
with w�om �ie has contracted far materiaIs.
SEC 60 = 2
�
b. The Engineer shall have ful� entry at all reasonable times to such parts af the p�ant �hat
concern the manufacture or, production af the materials being furnished.
c. If re�uired by the Engineer, the Contractor shall arrange for adequate o�'ice ar working
space that may be reasanably ne�ded fvr canducting plant inspectians. Off ce or working space
should be conveniently Iocated with respect to the plant.
It is unders�ood and a.�-e�d that the owner sha.�l_have the right to retest any material which has been
tested and appro�ed at the saurce of suppiy a#�er it has heen deiivered to the site. The Engineer shall
have the right ta reject Qnly znaterial wl�ieY� when retested, does not meet the requ�rements of the
contract; plarzs, or spe�ifications.
60-45 ENGIl�EI2'S FiELD OFF.�CE AND LABORATOR'Y. When specified arxd prQvi�ed for
as a contr.act item, the Gontractor shall furnish a b�ilding for- the exclusive use of the �ngineer as a
field affice and field testing labaratory. The buil�ing slaall be furnished and ma.intained by �the
Contractor as specified herein ar:td shal.l becorz�e pragerty of the .Contractor when the con#ract work
15 G0111�1�t�d. • • • ' • . . - . ' , . ' ' .: • . - ` . _ � - ..
60�06 STORAGE OF MAT�RIALS. Materials shall be so stored as to assure the preservation
of their quality and fitness for #he wark Stored materials, even though appraved hefore storage, may
again be inspected prior �o their use in the woric. Stored materi.als sizall be located so as ta facilitate
their pramp# inspection. The Cantractor shall coordinate the starage of aII materials wzth the
Engineer. Materials to be stored on airport groperty shall not crea�e an obstiuction tv air navigatian
'nar shall t�ey inter�'ere with the fxee and unobs#ructed mo�+ement af aircra.ft, Unless otherwise shown
on the plans, the stora.�e of materials and the locaiion ofthe Contractar's plant and p�rked equipment
ar vehicles shall be as directed by tk�e Engineer. Private progerty .shall not be used for storage
p�uposes without written. permzssian af the owner or lessee of such property. The Contractor shall
make all arrangements an,d beax all expenses �or tl�e storage of materials on private property. Upon
requesi, the Contractor shall furnish �he Engineer a copy of'the property owner's Qerriussion.
All storage sites on private ar airport propert3+ sha]I be restored� to their original condition by the
Contractor a� hisJher entire expense, except as otherwise agreed to (in writing) by the awner or lessee
af the property.
60-Oi UNACCEPTABLE ii7ATERIALS. Any materia.l or assembly that does not conform to the
req�irements ofthe contract, plans, or specafications shalI be considered unacceptable and shall be
re}ected. The Contraetor shall remave any rejacted material or assembly from the site of the work,
unless �therwise instructed by the Engineer.
Na rejected material or assembly, ttie defects of which have been corrected by the Conir.actor, shall
nat be returned to the site of the work until such time as the Engineer has approved iis used in the
wark.
5EC60-3
64�08 OWNER FiTRN�SHEI� MATERIALS, The Contractor shall �urnish all materials required
ta complete the wori� except those specifi�d h.erein (if any) to be furnished by the owner. Owner-
fitrnished materials shalI be made available to the Contractor at the �ocation specified herein.
AlI costs of handlin.g, transportation frorn the specified �acation ta the sii� of woric, st�r�ge, and
instailing owner-furnished inaterials shail be included in the unit grice bid for t�e contract ztem in
wiiich such owner-fiu nashed matazial is used. �
A.fte�' any owner-fumisherl material has been delivered to #�ie location s�ecified,��the Contractar shal�
be respor�sible for any demurrage, darnage, ]oss, or other deficiencies which may occur during tlae
Contractor's handling, storage, or use oisuch owner-furnis�aed material. The owner will deduct from .
a.�ay znonies c�ue ar to become due the Contractor any cost inc�rred by the owner in making goad suc�
lass due to t.�ie Contractor's handling, storage, or use of owner-furx�ishe� materia�s.
�ND 0� SECTT�� 6fl
SEC50-4
SECTTQN 70
LEGAL REGULATIONS AND RESPONSTB,II.ITY TD PUBLTC
70--], LAWS TO BE OBSERVED. The Contractor shall keep �ully informed of alI Federal and
state laws, alI local Iaws, ordinances, and regulations arid alI orders and�decre�s of bodies or tribunals
having any 3urisdiction or autl�,arity, whic�i in any manner a�ect those engaged or employed on the
worl� or wkuc� in, any way affect the conduct of the work. He s�all. at a11 times observe and comply
wi�Yi all such laws, ordinances, regulations, orderS, and decrees; and shall prot�ct and indemrufy the
owner and aIl his/her afficers, agents, ar s�rvants against any claim or liability arising frorn or based
on the violation of any such law, ardinance, regulation, ordear, or decree, whether by himself or his/her
employees.
70w02 PERMIT�, LICENSES, AND TAKES, The Cnntractor sha.Il pracure all permits and
Iicenses, pay alt charges, fees, and taxes, a.nd give all notices necessary and incidental to the due and
Iawful prosecution af the work. �
7D-03 PATENTED DEVICES, MATERIA�LS, �4ND PROCESSES. If the Contractor is requirsd
or desires to use any design, device, material, or proeess covered by �etters of patent or copyright,
he shall grovide for such use by-suitable Iega] agreement r7vith the patent�e or ov,+ner. The Contractor
and the sureiy s�Zall indemr�i.fy and save harmless the owner, any thzrd party, or polifica! subdivision
from any and all claims for inf�ingeinent by reason of the use of any such patented design, device,
material or process, or any .tradernark or cagysight, and shall indemnify the awner for any costs,
expens�s, and dazna�es which it may be obliged tn pay by reason o� an infringement, at any time
during the prasecution or afier the completion ofthe work.
70-04 RESTORATIQN OF SURFACES DIS'T�[�RBED BY OTHERS. The n�vner res�rves the
right to authorize.the canstructifln,-reconstruction, or matntenance af any�public or private utilaty
service, FAA or National Oceariic and Atmospheric Adzniziistration (NOAA) facility, or a utility
service of another gov�mment agency at any time during the progress of the work. To the �xtent that
such co�structior� reconstruction, or rnai,n�enance has been coordinated with the owner, 5UC}1
autharized work (by athersj is indicated as �oIlows: -
Qwner (C7ti�ity or Other Facifity}
Location (5ee Plan Sheet No.)
Person to Contact (Name, Title, Address a.nd Phone)
Except as listed abo�e, the Con.tractor shall not pemut any individual, firm, or corporation to
excavate ar atherwise dis�rb such utility services ar facilitaes located within the iimits of the work
wzthout the written pernussian af the Engineer.
Should ti�e owner of public ar private utility service, FA.f� or NOA.A faczlity, or a utility service of
anQther gov�rnment agency be authorized ta construct, recanstruct, or maintain such utility service
or facility during the progress of the wor� the Contractor shall c�operate vaith such nwners by
5EC 70 - 1
ariranging and perforniing the wark in thzs contract so as to facilitate such construction,
recon�ctsan or maintenance by othez's whether Qr not such wnrk by ot�ers is Iisted above, When
ordered as e�stra work by t�e Engineer, th� Contractor shall make ati necessary repairs to the work
which are due to such authorized work by others, u�less otheiwise-gravided for in the contract, plans,
or specificatrons. It is understood and agree� that the Contractar shall noi be en.titled to make any
claim for damages due ta suc� autharized work by others or %r any delay ta the work resulting fronn
such aut�anzed work_
i0-QS FEDERAi. AID PARTIC�PAT�ON. For AIP contracts, the United States Government has
agreed to reimburse the owner for some portion af the contract costs. Such reimbursement is made
from time to tzme upon the awner's (sponsor's} r.equest ta the FAA in consideration of the United
Sates Go�ernment's (F'AA's) agreement with the owner, the owner has includ�d provisions in this
contract pursuaz�t to the req�irerrjents of the Airport Improvement Act af 1982, as amended by the
Azzport and-Airway Safety and Capacity Expansion Act of 1987, and the Rules and Regulaxions of
the FAA that pertai,n to the work.
As required �y the Act, the contract work is subject to the inspection and approval of duly autharized
regresentatives ofthe Administrator, FAA, and is further subject to those provisions of the rules and
regulat�ons that are cited in the contract, glans, ar specifications. .. - �
No requirement ofthe Act, the rules and regulations implementing the Act, or this contract shall be
constxued as making the Federal Government a party to the cantract nor will any such requirement •
interFere, in any way, with th.e rigfits of either party to the contract.
70-45 SANTTARY, HEAL'.�H, AND SAFETY PROVTSiONS. The Contractor shall provide and
maintain in a neat, sanitary condition such accommo�ations for the use of hisll�er ernployees as may
be necessary to comply with the requirements of the state azzd local Board of Health, or af other
bodies or tribunais having jurisdiction. ._
Atter�tion is directed to Federal, state, and local laws, rules and regulatioz�s concerning constructian
safety and health standards. The Cantractar shalI nat require a.tjy worker to work in suzroundings
or under conditions are unsanitary, hazardaus, or dangerous to his/trer health or safety,
70�07 PUBL�C GONVENIENC� AND� SA�kETY. The Contractor shall �ontro�. his/her operations
and thase of his/her subcontractors and all suppliers, to assure the Ieast inconvenience ta the traveling
public. Under a� circumstances, safety shall be the most important consideratian.
The Contractar shaEl mainta.izz t.�e free and unobstructed movement of aircraft and vehicular traffic
with resp�ct to hislher own opera�ians and those of his/her subcontractors and all suppIiers ir�
accardance with the subsection titied M.AINTENANCE �F TRAFFIC af Section 40 hereinbefare
specified and s�all �irrut such operations for the convenience and safety of the fra�veli�g public as
specified in the subsection titled LIlVIITATION {�F QPER.ATI�NS of �ect�on 80 hereinafter.
s�.c 70 - z
70-08 BARRTCADES, WA.RNIlVG SrGNS, AND AA7,A�Rn ����, The COntr�ctor shall
turnisl�, erect, and maintain all barricades, waming signs, and markirzgs for hazards necessary to
protect the public and the wQrk. When used during periods of darkneSs, �uc� bazricades, warning
signs, a.ad hazard marl�ings sha11 be suitably illuminated.
Far vehicular and pedestrian traffic, the Contractor shall �urnish, erect, and maintain barri�ades,
wa.rnzng signs, Iights and other traf�ic contral devices in reasonable confornuty with the Manual a�
Uniiarm Tra#�c Contral Devices for Streets and Highways (published by the United States
Go�vernment Printing Office}. ,
When the wark requires closing ar� air aperatians area t�F the aiiport or portian of such area, the
Contractor shall fiirnis� erect, aa.d maintain temporary markings and associated lighting confomning
to the requirements of AC 15Qf5344-1, Marking afPaved Areas on Airports.
The Cvntractor si�i furnish, erect, and maantain markings aand associated Iighting a�f open trenches,
excavations, temporary stock piles, and hislher parked consCruction equipment that rnay be hazardous
tp the operation of emergancy fire-rescue.ar maintenance vei�icles on the a.npart in reasonable
canformance to AC 1501537a-2, Operationa! Safety on Airports During Construction Ac�avity.
The Contractor shall identify each mo'tarized vehicle or piece of construction equipFnent in reasonable �
conformance tQ AC 15015370-2.
The Contractor shall furnish and erect all barricades, warning signs, and markings for hazazds prior
to commencing work which requires such erection and shail maintain the barricades, warning signs,
and markings for hazards until their dismantling is directed by the Engineer. .
Open-flarne type lights shall not be perrnitted within the air operations areas of the airport.
70-09 USE OF EXPLQSNES. Wiien the use of explosi�es is nec�ssary for the prosecution of the
� _ work, �.he Contractor st�all ex�rcise the utmast care not to endanger life or prvperty, including new
work. The Contractor shall be responsible far all danaage resulting frt�m the us� a£explosives.
All explosives shal� be stored in a seeure ma.nner in compliance with a11 Iaws and ordinances, and �11
such starage places shall be clearly marked. Where na local la�s or ordinances apply, storage shall
be prc�vided satisfactory ta the Engineer and, in general, r�ot closer than 1,0�0 feet {3DD m) from the
woric Qr frorn any buiiding, road, or other place of human occugancy.
The Contractox shail natify each pr�perty awner and public utility comgany havix�g structures or
facilities in pra�imity to the site of tlie v�orlc of kuslher intentic�n ta �use explasives. � Such notice sha11
be given sufficiently in advanr,e ta enabje thern tQ take such s�eps as they may-�deem nec�ssary to
prat��t their property from in�ury.
The use af eleetrical blasting ca�s shall not be permitted an or within 1,400 feet (300 m) af the airpart
Pro�ertY•
5EC 70 - 3
�U�Id PROTECTION AND RESTORAT14N OF PROPE�TY AND LANb�CAP�. The
Contractor shall be responsible for tYze preservation of all public anci private properiy, and sha11
prat�ct carefi.��ly fram disturbance or damage a!1 land monuments and property marlcers until the
Engineer has witnessed ar othen�ise referenced the'vr location and shall not move them until directed.
The Contractor shall be responsible_�nx� all� damage or-in�ury to.praperty. of any chara�ter, dui-ir�g the .. ..
prosecution of the wnrk, resulting from any act, omission, negdect� or miscond�ct in hislhher rnanner "
or methad af executing the work, or at any tiane due to defe�tive work or materiaIs, and said
responsibility will nQt be released until the pr�ject shail have besn comgleted a.nd accep#ed.
When or where any direct or indirect damage or zn�ury is done to public or private property by or on
account a�any act, orrrission, �neglect, or misconduct in the execution of the wark, ar in consequenee
of the nonexecution thereaf by fihe Con�'actor, he shaIl restare, at his/tier -own expense, such property
ta a condition s�imi�ar ar equal ta that existing beiare such damage or injury was done, by re}�airing, .
or a�herwise res�oring as may be directed, or he shall ma.ke good such damage or in1ury in an
acceptable manner. '
'�0-11 �tESPONS�B�TY FOR DAMAGE CLAIMS. The Cantractor shail indemnify and sa�e
harmless the Engineer and the awn�r and their afficers, and employees from all suits actians, or
claims of any character brnught beeause of any injuri�s or damage received or sustained by any
person, persons, or properry an accaunt o�the operations ofthe Contractor; ar on account of or in
consequence of any neglect in safeguarding the work; or thr�ugh use of unacceptable materiaEs in
constructizzg tha r�vork; or because ofany act or omission, neglect, or misconduct of said Contractor;
or because of any clairris or amounts recovered from any infringements of patent, trademarlc, or
copyright; or from any claizns or amounts arising or recovered under ti�e "Workrr�en's Compensation
Act," or any ather law, ordinance, order, or decree, M�ney due the Contractor under and by virtue '
af hi�/b.er contract as may be cansidered necessary by the owner for such puzpose may be reta�ned
for the us� of ��.e owner or, in case no money zs�due, his/Y�er surety may be hetd untiI such suit or
suits, actic�n ar actions, claim or clairns for injur�es or �annages as aforesaid shall have been settled
and suitable e�vidence to that ��ect furnished to thE owr�er, accept that maney due the .Contractor will ,
not be withheld when the Contractor praduces satisfactory evidence that he is adequately protected
by public liabilzty and property daznage insurance. . �
7U�12 1�.tiutU pARTY BENEFIC�ARY CLAUSE, it is specifical�y agreed between #he partzes
executing the contract t�iat it is not intended by any af the provisions o� any gart of the contract to
crea.ie the public or any member thereof a t�iird��party beneficiary or to authorize anyone not a pariy
to the contract t� ma.in#ain a suii for pexsonal inJuriea or praperty damage pursuant to the terms or
provisions of the contract. �
70�13 OPEIYiNG SECTTONS OF THE W ORK T4 TRAFFiC. Shauld it be nece�sary for the
Contractar to c.omplete partions af the cAntract wcrric far the beneficial occupancy af the owner prior
t� completion of the entire contract, such "phasing" of the work shall be specified herein and
indicated an the plans. When so specified, the Con�ractar shall compiete such portions af the wark
on ar before the date specified or as .othenvise specified. ,�The Contractor. shaii make his/�er own
SEc �o - .�
estima.te of the di�iculties involved in arranging his/her work to permit such b.eneficial occupancy by
the awner as described below:
�hase ar Descri�tian
Requ�red Da'te or 5equence of Qwner's $eneficial4ccupancy
Work Shown on Plan Sheet �
Upon completion of any portion of the work listed above, such portion shall be accepted by the
owner in accordance with the subsection titled PARTIAL ACCEPTANCE of Section 50.
No portion of the waric rnay be opened by the Contractor for public use urnil order.ed b� the �ngineer
in writing. Should it become necessary to �apen a portion of th� work� to pubIic traffic on a temporary �• �_�-
or intern�ittent basis, such openings shail I�e made whe� in the opinson of the Engineer, such gortion
of the wark is in an accepta.ble condition to support the intended trai�ic. Ternporary or intermittent
openings are cansidered to be inherent in the work and shall not constitute either acceptance of the
portian of th� work so vpen�d or a wa.i�er of any �rovisian af the contract. Any damage to tJ:ie
portion of the work so apened that is not attributable tfl traffic which is pemutted by the o�er shalI
be repaired by the Contractor at�hislher expense.
The Contractor s1zaU, nnake his/her own estimate of the inherent difficulties involved in completing the
wark under the conditions herein described and shal� not claim any added compensatian by reason
of delay ar increased cost due to opening a portion of the cvntract work.
70-�.4 CONTRACTOR'S RESP�NSIBII�TTY FOR WQRK. Untii the Engineer's final written
acceptance of the entire comgleted work, excepting only ti�ose portians ai the vvork accepted in
aecordance with the subsection titIed PARTIAL ACCEPTANCE af Sectian 50, the Contractor shall
have the charge and care thereof an,d s�all take every precautian against injury ar damage to any part
due to the action of the eiements ar frorn any other cause, whether arising fram the ex�cution ar .from
the nanexecution of the work. The Cantractor shall rebuild, repair, restore, and make good aII
injuries ar damages to any partion of the wQrk occasioned by any oithe above causes before final
acceptatace and shall bear the expense theraof except damage to the work du� ta �r�oreseeable causes
beyond the control of and withaut the fauit or negiigen�e of the Contractor, including but not
restricted to acts of God such as earthquake, tida�� wave, .tornado, hurricane-or other cataclysmic
phenamenon of nature, ar acts of the public enemy or of government authori�ies.
�t�ie w�zk i5 5uspended �or any ca�Se whatever, the Cantractor sha.lI-��e responsible for the work and �
shaIl take such precautions necessary to prevent damage to the work. The Contractor shaiI provide
far norrna] drainage and si�all er�ct necessary temparary structures, signs, or other faciiities at his/her
expense. D�ring such period of syspension of work, the Contractor shaII praper�y and continuously
maintain in an acceptable growing conditian all living material in newly established plantaang, seedings,
and sodc�i�ngs fitmished under his/her contract, and sl�al� take adequate precautions to protect new tree
growth and other im�ortant vegetative growth against injury.
S�C 70 - 5
i0-15 CONTRACTOR'S RESPONSTSILITY FOR UTII�IT�' S�RV�CE AND FACILiT'TES
QF OTHERS. As provided in t�e subsection titled RESTORATION OF SURFACES DISTURBED
BY OTHERS af this sectior� the Contractor shall c�operate with tl�e owner of any public or private
utility service, FAA or NOA.A, or a utility service of another govemment agency that may b�
authoriaed by the awner ta cons�truct, racanstruct�or maintau� such utility services or facilities du�ing
the progress of the work. In addition, t�e Contractar shall cantrol his/her operations to prevent the -
unscheduled interruption of such utiliry services and facilities.
To the e�ctent that such public ar grivate utzlity services, FA� or NOA.A faci�ities, or utility servi�ces
af another governmental agency are known. to e�st witiun tfie limits, of the contract work, the
approximate locations ha�e been indicated an tlie plans and the owners are indicated as follaws:
Utility Service Qr Facili,ty
Persan to Cantract (Name, Title, Address, & Phone)
4wner's Emergency Contact (Phane)
It is understood and agreed that th�e� o�n�r does.ino# guarantee �he accuracy ar the-comp}eteness of .._
the location informatian relating to existang utility services, facilities, or struefures that may be shown -
on the plans �r encountered i.n the work. Any inaccuracy or omission in such informatian sha.11 not
relieve the •Contractor of his/Y�er respansibility to protect such existing features from damage or
unsch�duled interruption of service. � , � .
�t is further �nderstood and agreed that the Contractor shail, upon execution of the contract, notify
the awners of all utility services or othsr facilities af hislh�r pian o� operations. Such notificatiQn shall
be in writing addressed to T�E PERSDN TO CONTACT as provided hareinbefore in this subsectian
and the subsection ti�led RESTORATION OF SURFACES DiSTURBED BY OTHERS of this
section. A copy af each notification shall be given ta the Engineer. - '
In addition to the general wzitten notification hereinbefore provided, it shall be the responsibzlzty of
the Contractor to keep such individual awners advised of changes in his/h�r plaza of aperations that
would affect such ov�mers.
Prior to comrnencing the work in the general vicinity of an existing utility service ar facility, the
Contractor shall again notify eack� such awner of his/t�er plan of operation. If, in the Contractar's
oginion, the owner's assistance is needed to jocata tha utility service or facility or the presence of a
representative of the owner is desirable to observe the work, suci� advice should be included in the
notificatian.. Suci� notificatian shall 6e given by th� mast expeditious means'to reach ti�e utility
owne�s PERSON TO CONTACT no later than two nnrmal busin�ss days pr�or t� �he Contractor's
commencement af operatioms in such general �icizuty. The Contaractar sha�l furnish a wr�tten
summary of the notification to #he Engineer.
The Contractor's failure to give the two day's natice hereinabove pravided shall �e cause for the
Engineer to suspend the Contractor's operations in ihe general vicuuty of a uti�ity service or facility.
SEC 70 - 6
Where the outside Iimits of an underground utility service have been located and staked on fihe
graund, the Contractor shall be�requu-ed to use excavation methods acceptable to the Engineer witlzin
3 feet (90 cm) o� sucl� outside liauts at such points as may �e required to en.sure prot�ction fram
damage due to the Contractor's operations.
Shou�d tlie Contractar damage or urterrupt t�e operation of a utility service or facility b.y accident or
otherwise, he shaIl immediateiy notify the proper authority and the Engineer and shall take all
r�onable measures to prevent further damage or interruption of serv�ce. The Contractor, in s�ch
evez�ts, shall cooperate with the �tility service or facility owner amd� the Engineer continuous�y until '
such damag� has been repaired and service restored to the satisfaction of the utility or facility owner.
The Contractor �hall beaz all costs of darnage and restoration af service to azFy utiIity service or
facilify due to hislher operations whether or not due to negIigence or accident. The contract owner
reserves the right to deduct 5i1Ch COSLS frorn any monies due or which may� become due the
Contractor, or �islher surety.
i0-16 FiTRI�SHING i�GHTS-QFaWAY. The owner wili be respon.sible �or fumzshing all rights-.
of-way upon which the work is to be constructed in advance of the Contractor's operations:-
7Q-1i PERSQNAL LIABILITY' OF PUBLIC OFk'ZCTALS. In. carrying out any of the cantract
provisions or in exercising any power or authority granted to him by ttus contract, there shall be no
Iiability upon the Engineer, his/her. authorized representatives,.or any officials o£the owner either
personally or as an of�cial of the-awner: • Zt,is und�rstood�.that iri suCh matters they act.solely as
agents and representati�es of the owner. ' �--�
70-1$ N4 WANER OF LEGAL RIGHTS. Upon completion of the wor� the owner will
expeditiousiy make final inspectifln and notify the Contractor of final acceptance. Such final
acceptance, hovvever, shall na� preclude or es�op the owner from correcting any measurement,
estimate, or certificate made before or after completion af the woric, nor sha.�i the owrter be prec�uded
or es�opped fiom recovering frorn tlze Contractor or his/her surety, or botli, such overpayment as may
be sustained, or by �ail�re on the part of �k�e Contractar to fulfill hislher �obligations under the
contract. Awaiver on the part afthe owner o�'an� breach af any gart oithe contract shall not be heid
to be a waiver o£ any other or subsequent breach. �
The Contractor, withaut prejudice ta the terms of the contract, sha� be liable to the owner for latent
defects, fraud, or such gross mistakes as may amaunt to fraud, or as regards the owner's right� under
any warranty or guaranty.
i0�19 ENVIRaNMENT.AL PRO'I�CTTON. The Contractor silal! comp�y with a�l �'ederai, state,
and Iocal laws and reguiatians cantz'alling poliutinn of the environment. He shall take necessary
precautions ta grevent pollution of streams, Iakes, ponds, and reservoirs with iuels, oils, bitumens,
c�emicats, or other harmfi� materials and to prevent pollution of the atmasphere from partiuiate and
�aseous ma�Eter.
5EC 70 - 7
i0-ZU ARCHAEULOGI�AL AN3.7 $ISTURYCAL FINDINGS. Unless otherwise specified in
tius subsecti4� �ie Cantractar is advised that the sit� of the work is nat within any praperty, district,
or site, and does not contain any building, structure, or object lisfed in, the current National Regzster
of His�aric Places pub�ished by� the U'nited States Departmem of lnteriar.
Should �he Contractor encaunter, during his/her operations, azay bualding, part of a building, s�tructure,
or ob�ect wh.ick� is incongzuous with its surround'zzags, he shall immediately ceas� operations in that
location a.nd notify t�-ie En�ineer. The Engineer will immediately investigate ihe Contractor's findizag
._ and will direct the Cantractor to either resume hisl�ier operations or to suspend ogerations as
directed. � �
Sho�ld the Engineer order 'suspensian of the Contractor's ogeratians in order to protect an
archaeological or historica! finding, ar arder the Contractar to perform extra wark, such sha�l be
covered by an appropriate contract modification (change order or supplemental agreement) as
provid�d in the subsection titied EXTRA W�RK of Seci:ion 40 and the subsection titled FAYMElrIT
FOR E�I'R4 WDRK AND �'ORCE ACCdUNT' W�RK of Section 90. If appropnate, the contract
modEfication shall include an e�ension of cantract time in accordar�ce with the su�section titled .
DETERM,INATION AND E�I'ENSIUN OF CONTRA.CT TIIvIE af Sectian 80.
END OF SECTION 70
�
SEC 7Q - s
SECTION 80
PROSECUTION AND PRQGRESS
80-01 SLTBLETTIl�G OF CD�VT'RAC'�. Th� owner will not recognize a.rzy subcantractar on the
w�rk The Cantractflr shail at aIl times when work is in progress be represented either in persan, by
a c�uaiified su�erintendent, ar by other designated, qualified representa�ive wha is duly �.uthoriaed ta
receive and execute orders af t�ie Engin�er.
Should the Coniractor el�ci to assign his/her contract, said assignment s�iall be concurred in by th�
s�rety, si�ail be presented for the cansideration and approval of the owner, and shaIl be cansummated
only on the writteu approval afthe owner. In case of approval, the Contractar shall file capies of aIl
subcontracts with the Engineer. � �
80-Q2 NOTZCE T� PRQCEED. Tkxe natice to proceed shall state the date on which it is expected
the Can.tractor will begin the construction and frQin which date contract tirne wiIl be charged. The
Contractor shall begin the work to be performed under the contract withi.n 10 da}is of the date set by
the Engineer in the written notice to proceed, Lut in any event, the Gontractar shail natify the
Engineer at least 24 hours in advance of the time actual construction qperat�ons wilI begin.
80aU3 PROSECU'ITON AND PROGRESS.� iJnless othezwise specified, the Cantractor shall
submit hislher progress schedule for the Engineer's approval within I O days after the effective date
ofthe notice to proceed. The Contractor's progress schedule, wh�n apgroved by the Engineer, may
be used to establish major construction agerations and ta checic an the progress of the wark. The
Cantractor shall prav��e sufficient materials, equipment, and labor to g�a.rarnee the completion of the
project in accordance wiih the plans and specificatians vv�thin the �.ime set farih in the propos�I.
If ti�e Cantractor falls significantly behind the submitted schedule, the Contractor shall, upon the
Engineets request, subrnit a revised schedule for campletion of the work within the r,ontract time and
modify hisfher aperations to provide sucb additional materials, equipment, and labQr necessary to
meet the revised schedule. Should Lhe grosecution of the work be �discontirtued for ar�y reason, the
Contractar shail notify the Engzneer at �east 24 hours in ati�ance of resuming operations.
Far AIP contracts, ti�e Contractor shall not cammence any actuat constructian prior to the date on
which the notice to proce�d is issued by the owner.
80�44 L�IlVIITATZ�N OF C)�'EI�ATI4NS. Tiie Contractar shal! control hislher operations and the
operatians af his/her subcontractars and all su��Iiers so as to pravide far the free and unobstructed
movement of �ircraft in the AIEL OPERATIONS AREAS of the airpart.
, � Whezz the work requites the Contractor to conduct hislher operations within an AIR 4PERATIONS
; AREA af the airpart, the worlc shall be coardinated with airport management (tl�r.ough the Engineer}
at Ieast 48 haurs griar to cammencement Q� such work. The �Contractor- shaIi not clase an AII�
QPERATIQNS AREA until so authorized by the Engineer and until the necessary temporary markin�
5EC 80 - t
and associated Iighting is in p�aca a� provid.ed in #.�e subsect�on titled BAR�trCADES, WARI�NG
SIGNS, AND HAZARD MAItKINC'sS of Sectio.n 70.
When the contract work requires the Contractor to work within an AIl� OPEKA.TIONS AREA af
the airport an an intermittent basis (intermittent operiing and closing oi the AIlt OPERA�T�ONS
AREA}, the Contractor shall maintain constant communi�ations as hereinaft�r speczfied; irnmediately
obey all insxructians t� vacate the A�R OPERATIONS AREA; irnmediat�Iy obey all instructions to
res�me work in such AIlZ. 4PERATIQNS AREA_ Failure to mainiain the specified .communications
or to obey instructior�s shall be cause for suspension af the Contractor's operations in the AIR
DPERATIDNS AREA until the satisfactory� conditions are prnvided. The fallvwing AIIt
OPERATIOIw1S AREA (AOA) c,�nnot be closed ta operating aircraft to pernut the Contractor's
operatians on a continuaus basis ar3d will #herefore be closed to aircraft operatiQns intemuttently as
fol]ows:
AOA
TIlvIE PERIODS AOA CAN BE CLC?SED
TYPE OF COMMiINlCATIQI�IS REQL7]RED WHEN WORKiNG IN AN
AOA
CONTRflL AUTHORITY
84-OS CHARACTER QF WORKERS, M�TH�DS, �,ND �QCT�N�ENT. The Contractor shaZl,
at al.l times, emplo}� sufficierzt labor and equipment for prosecuting tf�e work to full completian in the
manzier and time required by the contract, plans, and specifications.
A41 workers si�alI have sufficient skill and experience to gerform properly t�ae work assigned to them.
Workers engaged in special waric or skiIled work shall have sufficient experience in such work and
in the op�ration af the equi�ment required to perForm the work satisfactorily. '
All equipment wh.ich is proposed to be used on the worl� shall be of suffacient size and in. such
mechanical conditian as to rzxet requirements of the.work and to produce a satisfactory quality of
work. Equipment used an any portion of the work shall be such that no injury ta previously
completed worl� adjacent property, or existing airport faci�ities will result from zts use.
When the methods and eq�ipment to be used by the Contractor in accampi�shing the workare not
prescribed in the cantract, the Cantractor is free to use any methads or eq�ipment that will
accomplish the wark in conformity with t�e requirements of the con,tract, plans, and specifications.
Wkaen the contcact speci�es the use.of certain methods and equipment, such metl�ods and eguip�nent
shall be used uzziess others are autharized bythe Engineer. �f'�-ie Cozatractat-desires to use a method
or type of equipment other than specified in the contract, he may z'equest a�thor�ty frozzi the Engineer
ta da so_ The request shall be in wri#ing and shall incIude a fi.ill descrigtian of the methods and
equiprr�ent proposed and afthe reasons for �esiring ta make the change. If apgrnval is given, it will
be an the condition that. the Contractor will b� fully responsible for producing woric in conformity
with cAntract requirements. I� after trial use af the s�bstituted methods or equipment, the Engineer
SEC 80 - 2
determines that the work produced does not meet contract requirements, the Contractar shall
discontinue the use of the suk�stitute method or eq�ipment and shall coinplete the rema�ning work
with the specified methods and eqe�ipment. The Contractor shall remove any deficient work and
replace it with wark of specified quality, ar take such otlner corrective action as the Engineer may
direct. No change wiIl be made in basis of payment for the contract items invo�ved nor in cnntract
tim� as a result of authorixing a c�iange'ir� methods or equiprr�ent.t�nc�er this subse�tion; - � ..
SO�U6 TEMP4RARY SUSPENSION OF THE WQRK.� The Engineer shall have the autharity
to susgend the work wk�olly, or in part, for such period or periods as he may deem necessary, due to
unsuitable weather, or such other conditions as are cansidered unt'avarable far the prosecutian of the
war� or for such time as is necessary due to the failure an the part af the Contractor to eazry nut
orders given or perform any or all prc�visions a�the contract. "
In the event that the Contractvr is ordered by #he Engineer, in, writing, ta suspend work for some
unforeseen cause not othenvise provided for in the contract and over w�ich thE Contractor has na
cantrol, the Contractor may be reimbursed for actual money experided an the worl� during t�ie periQd
of shutdown. No allowance wiII be made fc�r anticipated profits. The perxod of shutdown shalI be
camputed from the effective date of the En,�ineer's order to suspend wvrk to the effective date � of the
Enginee�s order to resume the work. CIaims for such com�ensation shall be f led with the Engineer
witk�an the time period stated in the En�eer's order to resume work. �he Contractor shall submit
with his/t�er clai,m infoz�nation substantiating t�e amount shawn on the claim. The Engineer witi
forward the Contractor's claim to the owner far consideration in accordance with jacal laws or
ordinan,ces, No pravision of thi� article shall be constived as entitling the Contractor to cornpensation
for delays due to incl�ment weafher, for suspensions rnade at the request afthe Contractor, Qr for any
other delay provided for in the contract, plans, or specifications. '
Tfit shou�d become necessary to suspend work for an indefinite perio�, the Contractor shall store aIl
materials in such manner that they will noi become an obstruction�nor become damaged in any way.
� He shall take every precaution to prevent d�m�;e or d�terioratian of the work performed and provide
; � for nom�al drainage of the work. The Contractor shalI erect �ernporary structures where n�cessary
-! tc� provide for traffic on, to, or from the aiiport. � .. .
SD�Oi D�TER�1'�IlVATION AND EXTENSZON �F C4NTRACT T]�E. The n�mber of .
ca.lendar or workin� days allowed for completion af the work shaII be stated in the proposal and
contract and shall be known as the CONTR.AC�' TllV�. .
Should the contract time require extension for reasons beyond the Contractor's contral, it sh�ll be
adjusteri as fallows: � .
Ct'3NTRACT TIlVIE based on WORKIlVG DAYS sha�l be calcuiated weskly by the Engineei. 3'he
Engineer wilI furnish the Contractor a copy of his/lier weekly statement of the number of working
days charged against the cantract time cfuring the weeic and the number of working days currently
specified for completian o�'the contract (the original cantract time plus ti�e number of working days,
SEC SO - 3
�!
if azay, that ha�e been included in approved CHANGE ORDERS or SUPPLEMENTAL
AGREEMENTS covering EXTRA WORK).
The Engineer shall base hislher weekly statement of contract time charged on the fo�lowing
considerations: - � � � �
(1) No time shall be cha.rged �or days on which tf�e Contractor is unable to p�oceed
with t�ae principal item of work under constructian at tf�e time for at least,b hours with the normal
work force emplayed on such priz�cipal item. Should the normal work force be an a double-shift, 12
hours shall be used. Shouid ihe normal wark force be on a triple-shift, 18 haurs shadI apply.
Conditi�ns b.eyond the Contracto�'s cantrol such as stnkes, IOCIC�LItS, UIIUSU� d�13}'S II1 t�aiiSpOrt3ti0i1,
temporary suspension of ihe princtpal� itezzi of work under c�nstructiori or�tem,porary suspension �f ��. �-
the en�e work which have been ordere�d by the Engineer for reasons nat the fault� of the Contractar,
shaIl nat be charged ag2�inst the contract time. �
(�) The Engineer wiIl not make charges against the contract time prior to the effectiwe
date of fhe no�ice to proceed.
{3) Tile En�ineer will begin c�ar'ges against the contract tune fln the first worlcing day
after the effective d�,te flf the notice to groceed.
(4) The Engineer will not zzxake charges against the contract time after the.date of final
accegtance as defined in the subsection titjed FINAL ACCEPTANCE of Section 50.
(�) The Contractor wilI be allowed 1 week in wh�ich to file a written protest setting
forth hislher vbjections to the Engineer's weelt�y statement. Zf no objection is filed within such
specified tirne, the weekIy statement shall be considered as acceptable to the Contractor.
The contract time (sta.ted in the proposal) is based on the originaily estimated quantities as described
in the subsection titled INTERFRETATTQN O� ESTIMATED PROPOSAL QUANTIT�ES of
5ection 20. Should the satisfactory campletian af the con.tz-act require perFormance of work in
greater quanti�ies than those estimated in the proposal, the contract tame shall be increased in the
sa�e propoi-tion as the cost af the actually cornpl�t�d quantities_bears to the cast af the origznally
estimated quantities in the proposal. Such increas� in contract time sha.I1 nat consider either the cost
of work or the extensian of contract time that has been covered by change order or supplemental
agreement and shall be made at the time of final payment. � � �
b. CONTRACT T]ME based an CALENDAR DAYS shall consist of the number of calendar
days stated in the contract c,aunting from the effecti�ve date of the notice to proceed and including all �
Saturdays, Sundays, holidays, and nonwork days. All caiendar cfays eiapsing between the effecti�e
dat�s of th� Engineer's orders to suspend ant� resume all wor�, due �o causes not the fault of th�
C�ntractor, si�all be excluded. �
s�c so - a
At the time of finai payment, the can�ract time shall be increased in the same proportion as the cost
Qf the actually comp�eted quantities bears to the cost of'the ariginally estimated quantities in the
propasal. Suc}a increase in the contract time shall not consider either cost of work flr the extension
of contract time that has been covered by a change arder or supplemental a�eement. Charges
aga.inst the contract tune will c�ase as of the date of final acceptance. . .
c, When the contract time is a specified complet�on date, it shall be the date an which all
contra�t work shalI be sut�stantially completed. � .
If the Cantractor finds it impossible for reasons beyond hisllier contral to complste the wark within
the contract time as specified, or as extended in accorc�ance with the provisions of �this subsection,
he ma.y, at any time prior to the expiration of the contraci time as extended, make a wsztten request
to. ti�e Engineer for an extension o� time setting farth th� reasans which fi.e believas will jusfify the
granting af ius/her request. The Contractor's plea that insufficient time was speeified is not a valid
reason fos extension of time. If the Engin�er finds that the wark was delayed because of canditians
beyond the controI and without the fault afthe Contractar, he may e�ctend the time for cornpletion
in suci� amau�t as the conditians justify.. The �xtend�d �zme for.completion.shall thenbe in full force
and eff'ect, the same as though it �w�re the original ti�ne far• cornpjetion. �:- � �. �
SO-08 FAII,URE T4 COMPLETE ON TIME. For each calendar day or working day, as
specified in the contract, that any wor�r remains uncampleted after the cantract time (includin� aIl
extensions and adjustments as provided in the subsection titled DETER�IINATION AND
EXTENSIQN QF C�NTRACT TIlViE of this Section) the sum s�ecified in t�ie contract and proposal
as liquidated damages will be deducted from any money due vr t� become due the Contractor. or
hislher surety. 5uch deducted sums shall nat be deducted as a penalty but shall be considered as
Iiquidation of a reasonable portion of damages that will be. inc�rred by the owner should the
Contrac�or faiI ta compl�te the wark in the time prflvided in his�er cantract, -
Permitking the Contractor to cantinue and finish the wor�C or any part of it after the time fixed for its
completion, ar a.fter the date tc� whici� the time for completian may have been extended, will in na
way operate as a wavier an the part of the awner af any �f its nghts under the contract.
SO-�9 DE�AULT AND 'T�RMINAIZON OF CUNTRACT. The Contractar shall be considered
in d�fault of his/her contract and such defa�lt will be considered as cause for the awner to terminat�
the contract for any of the following reasons if the Cantractor:
a. Fails to begin the wark under the cantract within the time specif ed in the "Notice to
Proceed", or �
b. Fails to perform t�ie work or Fails to provide sufFicient warkers, equipment ar materials
to assure cornpletion of w4ric in accordance wit�i the terms of the contract, or
SEC 8� - 5
c. Performs the wor� unsczitably or neglects or refuses to remove materials or to perform
ane�va suc� wark as may be rejected as unacceptable and unsuiiable, ar
d. Discantinues the prosecution of the work, or
e. Fai1s to resume work which has been discontinued wittun a reasanab�e time after notice
ta do so, or �
f. Becames insalvent or is declarec� bankrupt, or cornmits any 'act of bankruptcy or �
insoivency�, or � � "
g. Allaws any final judgment to stand against him unsatisfied far a periQd of 10 days, or
h. 1V�akes an assignment for the benefit of creditors, or
i. For any other cause�wi�atsoe�er, fails tt� carry an the work in azi acceptab[e manner,
Shauid the Engineer cansider the Cantractor in default of the contract for any r�ason hereinbefore,
he shali imrrAediately give written notice to the Contractor and tf�e Contractar's surety as to the
reasons for considering the Contractor in default and the owner's intention.s to terznina.te the contract.
If the Cantractor ar surety, wit�in a period af 10 days af�er sucfi notice, . does not proceed in
accardance therewith,, then the owri�r•wi�t; upon wri�ten nati�cation-from�t�fi�Engin�er oft�ie�facts �., ..
af such�delay, neglect, or-default and�the Confractor's failure to comply with such notice, ha�e full
pnwer and autharity without violating the contraci, to take t�ie prosecution ofthe work ot�t ofthe
hands nf the Contractor. The owner may apprapriate or use any ar all m�terials and equigment that
tsave bee� mobilized for use in the woric and are acceptable and may enter into an agreemerit far the
corz�pietion of said contract accorc3uFg ta the terms and provisions thereo�, or use such other methods
as in the opix�ian af the Engineer will be r�quired for the completion of said cantract in an acceptabie
ma.nner.
All casts and charges incurred by the awner, to$ether with the cost of comgl�ting the work under
contract, wi�l� be deducted �rom any monies d�e ar which may become due the Cnntractor_ If such
expense exceeds ihe sum which would have been payable under the contract, then the Contractor and
the surety shall be liable and shall pay to the owner the amount of such excess.
84n10 TERM]NATION FOR NATI�NAL EME�GENCIES. The owner shall terminate the
contract or portion thereofby written notice when the Cantractor is prevented fxom proceeding with
the construction contract as a direct result of an Executive Order of the President with respect to the
prosecutian af war ar in the interest af national defense.
VVhen the contract, or any portion thereo� is terminated b�fare completion of all iterns of work in the
contract, paym�nt will be amade for the actual number pf units or items af wark com�ieted at the
SEC 80 - 6
�;
cantract price or as mutuaIly agreed for items af work partially comple�ed or not started. No claims
or loss of anticipated prafits shall �e considered.
Reimbursement for organizatian c�f the work, and other overhead expenses, (whe,� n�t Qt�ienvise
inc�uded in �ie cantract) and moving equ'rpment and materials to and from the }ob will be considered,
the intent being that an equitable settlement will be made with t�e Contractor.
Acceptable materials, a�tained or ardered by the Contractor for the .v�rork and �hat are nat
incarporated in the work shall, at the aption of the Contra�tor, be purchased from the Cantractor at
actuai cost as shawn by receipted bills arnd actuat cost recards at such points of delivery as may be
designaf ed by the Engin�esr.
Termination of the contract or a portion ti�ereaf shatl neither relieve th.e Contractor of hislher
responsibilities for the completed work nor shall it relieve fuslher surety of its o�ligatian for and
concerning any just claim arising out of the work perfomned. �� _ �� �
END OF SECTION 80
0
SEC 80 - 7
SEC�flN 9U
MEA�UREMENT AND PAYME�IT
90�01 MEASiTREME1�iT OF QUANT'�TIES. A11 wosk completed under the cantract wiIl be
rneasured by the Engineer, or hrslher au�horized representatives, using United States Customary Units
of Measurement or the International System c�f Linits. -
The method of ineasurement and computations to be used in determir�,atian of quan�ties af material
furnished and a#'worlc perf'ormed undsr the cantract will �e those methods generally recognized as
ca�£orming to good engineering practice.
Unless otherwise specifiEd, langitudina! mEasurements for area eaanputations will be made
hor�antally, and no deductians wiIi be made for individ�al f�ures (or leave-outs} having an area of
g square feet (a.8 square meter) or less. UnIess otherwise specified, transverse measurements for
area computations wii.f be the neat dimensipns shawn on �fie plans or ordered in vwriting by the
Engineer. - � �
Structures will be measured according to neat lines shown on the plans or as altered ta fit field
conditians. •
Unless ot�erwise specified, all co�tract items which are measured by the �Znear foot such as e�e�trical
ducts, GOI1t�UltS, gipe culverts; underdrains, and simitar items shalI be measured parallel to the base
or foundation upon whicb such items are placed. '
Tr� computing vo�r�mes of exca�ratinn the a�erage end area method or other acceptable methods will
be used. - -
The thickness t�f plates and galvanized sheet �ed in ti�e ma.nufacture �f corrugated metaJ, pipe; metal
p�ate pipe cudverts and arches, a.nd metal r.rjbbing wilS be specified and measured in decimal fraction
of incl�es_
The term "tari" will rnean the short ton consisting of.2:,00� p9unds (907 kilograms) avairdupois. A.I]
materials which are measured ar proportianed �y weights �s�iall be weighed on accurate, appraved
scales by campetent, quali.fie�ti personnel at locations designed by the Engineer. If inaterial is shigped
by raiI, the car weight may be accept�d pr�vided that ariiy the actual weight of mater�al be paid for.
Hawever, car weights will na� be accepta�le far materi�I ta be passed through miacing glants. Trucks
used to haul materiai being pa�d for by �veight shalt ba weighed empty daiiy at such times as the
Engirieer dire�ts, arid each trucic snaIl bear a plai,nly legible identifcatian mark.
Materia�s �o be measured by volume in the hauiing vehicle shall be ha�led in approved vehicles and
measured therein at the paint of delivery. Ve�iicles for this purpose may be of any si,ze ar type
acceptable to the Engineer, provided that the body is af such shape tliat th� actual contents inay be
SEC 9Q - I
readily and accurately determined: �Al1�velxicl�es�shall be�loaded to �at least tlieir water level capacity,
and all loads shall�be leveled when the vehicles arxive at the paint afdelivery. ���
When requested by the Cantractar and approved by the Engineer in writing, rriaterial specified to be
measured by the cubic yard (c�bic rnet�r) may be weigk�.ed, and such weights wi31 be con.verted to
cubic yards (cubic me�ers} for payment purpases. Factors for conversian from weight measuremez�t
to volume measurement wili be determined by the Engineer and si�alI be agreed ta by the Contractar
befare such method of ineasurement of pay quantities is used.
Bituminous rnaterials will be measured by the gallon (liter) or ton (k�logram). . i7ahen measured by
volume, such volumes wzl[ be measured at 60 F(1 S C} Qr wiil be carrected ta the volume at 60 F(1 �
C) using AS'�'M D 1250 far aspha�ts or ASTM D 633 for ta.rs.
Net certified scale weigi�ts or weights based on certified vol�mes in the case of rail shipments will be
used as a baszs af ineasurement, subject to correction wl�en bituminous material has been los� from
the car or the distributor, wasted, 4r otherwise not incorp�rated in the work.
When bitumi.nous m�aterials are shipped by t�vck or transport, nei certified weights by volume, subject
to correction for loss ar foaming, may be used %r computing quantities.
Cement will be measured by th�e ton {kilograzn} or hundredvveight {ki.togram).
Timber will be measured by the thousand f�et board measuse�{M.F.B.M.} actual�y incozporated in the
str�cture. Ivleaszzrement will be based on noaninal widths and thicknesses and the extreme length of
each piece. � ,. -
The term "lump sum" when usad as an item of payment will mean complete payment foz the work
described in the contract.
When a camplete structure or structural unit (in effect, "lump sum" work} is specified as the uni� of
measurement, the unzt will be construed to include all necessary fittings and accessories.
Rental ofequipment wiJl he measured by time zn hours afactua� warking tiane and necessary traveling
time af the equipment withzn the limits of the work. Special equapment ordered by the Engineer in
connection wi� forc� account work will be Fneasured as agreed in the change �arder or supplementa!
ag�eemant authorizing such force acr.ount wark as provzded in the subsection titled PAYMENT FOR
EXTRA AND FQRCE ACCOUNT W�RK af this secti�n.
VVhen standard ananufactured items. aze .specified �such as �fenceT Evire, . plates, ro�le� shapes, pipe .
conduit, etc., and these items are idenfiified by gage, unit weigi�t, section dimensions, etc., such
identificatian will be considered to be nominai weights or dimensions. Unless more sfringently
controlled by tolerances in cited specificatians, manufacturing tolerances established by t�he industries
involved wiIl be ac�epted. .
SEC 90 - 2
SC3�C5 ��i" W�i��'llIi� materia�s which are required to be proportianed or rneasured and paid for by
weig�it sha.11 be furnished, erected, and maintain�d by tkle Contractar, or �e cez�tified perxnanently
installed commercial scales.
Scales shall be accurate wi.thin one-haI#' percent of t�e correct weight tliroughout the range o�use.
The Cani�actor s�hall ha,v� the�scales checked under the obseryatian of t%e inspector before_�eginning
wark and at such oth�r times as requ�sted: �The uitervais sfia1� be uni.fQrui ii�� spacing throughout the -
graduated ar marked length of the beam or dzal and shaIl not exceed one-tenth"c�f 1 percen� af the
nominal rated ca�acity af the scale, bur not Iess than 1 pound' (454 grarns}. 'T�ie use a� spring
ba.tances will nat be per�rui#ed.
Beams, dia�s, pfatfonns, and other scale equipment sha11 be sa arranged that the operator and the
inspector can sa:,Fefy and canveniently view them. .
Scale i�stauations shall have available ten standazd 50-pound {2.3 kilagram) weights for testing the
weighing equ.ipment or suitable weights and devicas iar other apprQved equipment.
Scales must be tested for accuracy and servic�d before use at a new site. Platform scales shall be
znstalled and maintaineti with the platform level and rigid bulkheads at each end,
Sca�es "averweighing" (indicating more than correct we��ht) will not be permitted to operate, and
al.l ma.terials received subsequent ta the Sast �revious car�-ect weighting-accuracy test will be reduced
by the gereentage of error in excess of one-half of 1 percent. � �
In the event i�pection reveals the scales have besn "underweighing" (indicating Iess than correct
weight); t�,ey shall be adjusted, and no additianaI payment ta the Contractor will be allowed for
materials previously weighed and recorded.
All C05t5 m connection witl� furnzsiiin�, installing, certifying, testing, and maintaining scales; for
furnishing check vveights and scale house; and for all other items specified in this subsection, for the
w�ighing of materials foz' proportioning or payment, sha.Ii be included in the unit contract prices for
the variaus items of the project. ' �
When the estimated quantities for a spscific partian of the wQrk are designated as �he pay quantities
in the eontract, they shall be the final quantiiies for which paymen# for svch specific partian of the
work wiIl be ma.de, unless the dimensions af said portions of the work shown on the plans are revised
by th� Engine�er, If revised dimensions result in an increase or decrease in the quanfit�es of such
work, the finaf quantities for payinent wil! be revised in the amount represented by the authorized
changes in the cii.mensions.
9(kU� SCOPE QF FAYMENT. The Contractar shail receive and accept compensation provided
far in the contract as full payment fr�r #'urnishing at� matenals, fnr perfamung ail work under the
contract in a compiete and accepta�Ie manner, and for all ris� loss, damage, ar expense of whatever
� SEC 90 - 3 ' '
character ar�sing out ofthe nature aithe work ar the prasecution thereo� subject to the provisions �
af the subsectinn titled N4 WAIVER OF LEGAL R�GHTS af Section 70.
When the "basis of payment" subsectioza of a technical specification requires t�at the contract price
(price bid) include compensatzon %r certain woric or material essentsal .to the item, this same work
or material will z�ot alsa be measured for payment under any otfier contract item which may. appear
else�vhere in the contract, plans, or specifications.
90-03 COMPENSATION FOR AL"I`ER�D QUANT�T�ES. When the accepted q�amities of
work vary from the quantities in the proposal, the Contractor shall accept as payrz�ent in fuil, so far
as contract iterrrs are conceri�ed, payment at tbe ariginal cc�ntract price for the accepted quantities of
work actual�y campieted�and acce�t�d.-.�Taallowance, except.as provided for in ti�e-subsection titled .._
ALTERATIOT+� OF W�RK AND -Q¢U�I�TTITIES of Section 40 will be�'inade for any increased
expense, loss of expected reimbursement, or Ioss of anticipated prafits suffered or ciaimed by the
Contractor which resu�ts directly from �uch alterations or iniiiiect�y from hismer unbalanced
allocatian af overhead and prafit among th� cantract items, ar from any ather cause.
90-04 PAYMENT �'OR ONIITTED TTEMS. A.s specified in the subsection titled OMITTED
ITEMS of Section 40, th� Eng�neer shall have the rigi�t to omit from the work (order
nonperformance} any contract item, except majar contr�ct iterns, in the best interest ofthe awner.
Should the Engineer omit or order nonperformanca of a contract item or partion af such item from
the work, the Contractar shal� accept payment in full at the contract prices �'or any work actually
campleied and acceptable p�ior to the En,gineer's order to amit or nonperfarm such contract item.
Acceptable materials ordered by �he Contractor or delivered on the work prior to the date of the
Eng'rneer's order will be paid for at the actua� cast to the Contractar and shall thereupon taecorrie the
property of the owner.
In addition to the reimbursement hereinbefore provided, the Contractor shall be reimbursed for a�1
actuaF costs incutred for the purpose of performing the omitted contract ztem priar to the date of ti�e
Engineer's arder, Such additiona] costs incurred by the Contractor must be directly related to the
deleted contract item and shal� be suppa�ted by certified statements by the Cantractor as to the nature
the amount of such costs. � • �
9D�05 PAYM�NT FQR �XTRA AND FORCE ACCOUNT WORK. Exfixa work, pe�formed,
in accordance with the subsection titled EXTRA_ W�RK af Section 40, wiIl be paid for at the
cantract prices ur agreed prices specified in the change arder or supp�Emen�al agreement �utharizing
the extra work. When the change ordex Qr supplemental agreement authori�ing, the extra work .
requires that it be done by force account, such force acco�n� shall be measured and paid for based
on expended labor, equiprnent, and materia�s plus a negotiated and agreed upan aIlowance tor
averhead and prafit. �•
5EC 90 - 4
a. Miscelianeaus. No add.itional �.Iowance wi�l be made far general-superintendence, the
use af small tool5, or other costs for which no specific allowance is herein provided.
b. Comparison af Record. The Contract�r and the Engirieer sha11 comgare records af the
cost of force account work at the end of each day. Agreement sha115e indicated by signature of the
Contractor and the Engin�er or their duly autharized r�presentatives.
c. 5tatement. No payment will be made for work pe�farmed on a force accaunt basis until
the Contractor has fumished the Engineer with dupficate itemized statements of the cast of such force
account work detailed as follovvs:
(1) Nazne, classif�catian, date, daily hours, total hours, rate and extension �ar each
laborer and foreman. �-
(�) Designatior� dates, daily hours, total hours, rental rate, and extension for each unit
of machinery and equipment.
(3) �Quantities of materials; pr.ices, aand �extensions. � � � • • _ � �
(4) Transportation oi materials.
(5) Cost of property damage, liability and warkman's compensation insurance
premiums, ur�emgioy3ment insurance contributions, and sociai security tax,
Staterr�ents shafl be accompanied and supported by a receipted invoice for all materials used and
transportation charges. However, if rna�erials used on the force account wark are not specificalIy
purchased for such work but are taken from the Carnractor's st�ck; then in lieu of the invo�ces th�
Cantraetor shall furnish an affidavit certifying that such materials were taken from his/�er stock, tlzat
the q�antity claimed was acfually used, and that �he price and transportatifln claimed represent the
actual cost to the Contractor. .
90-OG PARTIAL PAYMENTS. Partia� payments wi11 be made at least once each month as t�ie
�vork progresses. Said payments wi�l. be based upon estimates prepazed by the Engineer oithe value
ofthe work perFormed and materials complete in place in accordance with the contract, pians, and
specificatians. Such partial payments may alsa �incl�de the delivered actual cost of �hose ma�erials
�tockpiled and stored in accordance with #he s�bsectian titled PAYMENT FDR MATERIALS ON
HAND of this section,
Na partial payment will be made wi�en the amount du� the Contractor since �h.e last estimate amounts
to less than five hundred dollars.
Fram the tota� of the amount deternuned ta be payable an a partzal payment, 1 � percent af such tata.�
aznount will be deducte�cl as�d retained by the owner until the final paymeni is made, except as.may be
SEC 90 - 5
grovided {at the Cantractor's option) in the subsection titled PAYiV�NT OF WIT��EELD FUNDS
ofthis section. The 'balance (90 percent} af the amount payable, less all previaus payments, sha11 be
certi�ed far payment. 5hould the Cantractor exerczse his/�ier optio� as provided in the subsection
titled PAYMENT. OF VV�THI-iELD FUNI7S of this secti�ri, no such 10 percent ret�inage sha�I be
deducted.
V4'�aen not less thazi 95 gercerat af the �ork has been compl�ted the Engine�er may, at hislher discretion
and with the cansent of the surety, prepare an estimate from which will be retained an amount not
less tt� twice the contract value or estirnated cost, w�icheuer is greater, of.the work remaining to
be done. The remainder, less all previous paymen#s and deductions, wi11 then be certified for payment
Lo the Cantractor. .
It is understoad and agreed that the Cantractar shali nvt be entitled to demand or receive partial
payment based on quantities of work in excess of those provided in the progosal or cav�red by
approved change arders or suppiemen#al agreements, except when such excess quantities have been
determined by the Engineer to. be a part of the fina! quantity for the z�ern ofwork in questian.
No partial payment shall bind the owner ta the acceptar�ce af any materi�ls or work in place as to
quality or quantiiy. All partiai payrnents are subject to correction at the time of final payinent as
provided in th.e subsection titled ACCEPTANCE AND FINAL PAYiv�NT ofthis sectian.
90-Oi PAYMENT FOR MATERTALS ON HAND, Partial payments may be made to the esctent
of ihe de�ivered cost of matenais to_�be incorporated in the wori�, provided that suchm�terials meet
the requirements of the cantract, ptans, and specifications and �are delivered #:o acceptable sites on the �'-��
air•port property or at other sites in the vicinity that are acceptable to the owner. 5�uch delivered casts
of stored or stockpiled material� may be included in the next partial payment after the follawi,ng
conda#ions ar� met:
a. Tbe material has been stared or stockpiled in� a manner acceptable to the Engineer at or
on an approved site.
b. The Contrac�or has furnished ti�e Engzneer with acceptable.evidence af i�ae qusntity and
qualzty o� such stared or stockpiled matenals.' • ' ' •
c. �7'Y�e Contractar has #'urnished the Engin�e�r with satisfactory evidence that the material and
transportatian costs have been pa.id. .
d. The Contracfor has furnished tfie awner legal title (free of liens or encumbrances af any
kind} to the material so stored or stockpiied.
e. The Contractar has fiirnished the awner evid'ence that the material so stored or stockpiied
is insured agair�st loss by darnage to or disappearance oi such materials at anytime prior ta use in th,e
work. � �
S�C 4Q - 6
Zt is understaod and agreed that the transfer af title and t�e awner's payment far such stared or
stackpiled materials sha�l in no way relieve the Contractor af hislher res�flnsibility fbr fumishing and
placing suc� rnaterials in accordance with tl�e requirements af t�e carnract, �plans, and �pecifications.
In no case will the amaunt of partzal payments for materials on hand exceed ths cantract price for
such matErials or the contract price far �e cantract item in which the material is intended to be used.
I'do partial payment w�ill be made for stared ar stockpiled living ar perishable plant mat�rials.
The Cantractor shall bear alI casts assQciated with the partial payment of stored ar s#ockpiled
materials in accordauce with the provisians of t1�is subsection.
90-OS PAYMENT �F W�trix��LD FUNDS, At the Contractots option, he/she inay requ�st that
the owner accept ('in lieu o�the 10 percent retainage on partial payments descnbed in the subsection
titled PARTIAL PAYMENTS of this sectian) the Contractor's depasits in escrow under the foilowing �
conditions. ' - ��
a The Contractor skzall bear all ex�en�es of establishing and maintaining an escrow accourn '
and escrow agreement acceptable ta the awner.
b. The Contractor shall deposit �o and ma'rntain in such escrow a�nly �hose securities or bank
certificates of deposit as are acceptable to the cawner and having a value no� less than the I4 gercent
retainage th.at would otherwise be withheld irom partial payment.
c. The Contractor shali enter ir�to an escrow agreement satisfactory ta the awner.
d. The Contractor shall obtain the written consent of the surety to such agreement.
94-04 ACCEPTANC:� A;IVI) FIl�AT� PA.�IV�NT. - Wheri.the coritract�vsiork has been ace��ted in.'-. �. -
accordance ru�th the requir�ments afthe subsection titled FINAL ACCEPTANCE of Section 50, the
Engineer will grepare the �nal estimate afthe items of wark actualiy parfvrmed. The Contractar shall
approve the Engianee�'s fi�al esti�mate or ad�vise the Engine�r of hislt�er objections ta the final estimate
which are based on disputes in measurements or computations of the final quantities ta be paid under
the cantract as amsnded by change order ar supplemental agreement. The Contractar and the
Engineer shall resolve all disputes (if any) in the measurement and computatian af final quantities ta
be paid wiChin 30 calendar days of the Cantracto�'s receipt of fhe Engineer's final estimate. If, after
such 3ti-day p�riod, a dispute sti�l e�c�ists, the Contrac�or may approve the Engineer's estimate under
protest of the quantities in dispute, and such dis�uted quantities �hall be considered by tha awner as
a claim in accordance with the subse�tion titled CLAxMS FOR ADNSTMENT AND .DISPUTES
�f Sectiarn 54.
After �he Contractor has approved, or appr�ved under protest, the Engineer's final estimate, final
paymeni wi31 be pracessed ba5ed on the entire sutr� or the undisputed sum in ca�e of approval under
SEC 94 - 7
prot�st, detezmined to be due the Contractor Iess all pre�ious payments.and all amounts to be
deducted under the pravisions of the contract. Al� prior partia� estimates and payments sha.11 be
subject to correctian in the final es�imate and payment.
Jf the Cantractgr has filed a claim for additional compensation under the provisions of the.subsection
titled CLAIlvI� FOR �DNSTMENTS AND DZSpUTES �o� Section 50 or unc�er the provisions of
this subse�tion, such cla.iins will be considered by the owner in accordance with local Iaws or
ordi�ances. Upon final adjudication of such ciaims, any additional payment determined to be due the
Contractor will be paid pursuant tQ a supplerziental final estimate,
END O�' SEC'ITO�T 9D
SEc9o-8
5/2fl/94
S��TI�N � Oa
AC 15015370-10A CHG 7
CC}NTi�ACTOR QUALI7Y C�NTR4L PROGRAM
104-UI GENEAAL. When the speci�ications require a Cantractor Qualiry Con�ral Program, r,he Contractor shall *
estab�ish, pro�ide, and maintain an effec[�ve Quality Control P:ogram [hat details die methods and procedures [ha[
witi be talcen w assure that all ma[erials and comp�etexi cons�ruction conforin to contract plans, technical speci�ca-
tions and other requirements, whecher manufacLured by [hc Contractor, or pracured Erom subcnntractors or vendors.
Altiiough guidelines are establi5hed and certain minimum requirements a,fe spccified herein and eisewhere in the
canrsact tec�nical speci�eations, the Conrractor shall assume full respons�bijity far aceomplishing the stated purpose.
The inteni of ihis se��ipn is to enable the ConQactor to estabEi�h�a neceSsary� ievel of con�rol that wiil:
a. Adequa[ety provide For the production of acceptable qua[ity materials.
h. P�rovide suf�cient inf�rmation to ass�re bo[h the Con[ta�tor and the Engineer [hat the specification require-
menrs cart be me�
c. Allow �he Contractor as inuch latitude as possible to develop his vr her awn star�dard of con[rol.
The Contractor shall t�e prepar�d to discuss and present, at �e pretans�euction ca��erence, hislt�cr unders[ar�ding
af the �uality contrvl requirement�. The Contractor sh�li not begin any cnnsrruction or production af maieriais to
be incorporated in�o lhe eomple�ed work until the Quaiity Con�rol Program has been reviewed hy the Engineer.
No partial payment wi[R.be made for ma�erials subjee[ to ,pcci�c quaii[y control requirements untl [he Qualicy
Contrpl Program has becn rcviewcd.
The qaality con�oi requiremen�s contained ir� this section and eisewhere in the tonirac[ teci�nical spe.r:ifieauons
are in addition to and separate from the acceptance tcsting rcquircments, Aecepu2nce Eesting rcquiremen� are the
respaasibi�ity of,�he Engineer.
100-0? DESCRIPTrOI� OF PR4GRAM.
a. General Description. The Contrac�or shaEl estabkish a Qualiiy Con�rol Pro�am tc� perform inspe��ion
artd testing oF alt items of worfc requireei by �he lechnical spec�rcations, including tho5� perfarmed by subcontrac-
tors. This Quaiity Control Program sha11 ensurc conformance to applicable speci.f'ica�ioris and plans with res�ect
to materials, wcrkmanship, con5tru�tian, finish, �nd functional per�orrnance. Th4 Quality Conaol P�agram 5ha11 be
effective for conuoi of al[ �onstruc[ion work perConned under this Contract ar►d shalL speciFicaliy include surveil-
lance and te5ts required by Lhe techr�ical specifications, in addition [a olher i�equiremen� of �his sectian anti any
other ac[ivities deemed necessary by the Conttacior to establish 3n effoctive le�e! of quaii�y controf.
b. QuaE'rty Control Program. T�e Con[ractor shai! deseribe �he Quality CflncrQ[ Program in a wriu.ea docu-
rr�ant which sh�ll be rev�ewed by the �Eo�irieer prinr w.the sart of �n�• Qroduc�ion, consrruc[ion, Gr off-sice fabrita-
tion. The wriuen Quaii:y Con�roE PrQgram ShalE be submi�ted to it�e �ngincer I'or review at �east [ ] caler�dar
days before [he [ ]. �
* � * z� � r� a k * r� �a a z� * z� z� �� �a � � �a � * � : � * � z� * * r * « �u a +n � z� � * �+ �, �n o �a s� � .
The Engineer should choase an adequate period for revie�v. A minimum of 5 days before
the gre�o�:str�:�tion conferGnte or ti�e start of �ti•ork is re4om�nended.
Submittal af khe written QuaEity Cantrol Proeram priar fo ti�e precanstruttion conferenee
will alfp3v the Engineer to revieti� the cnntents and rnake s�g�estions at the preconstructian
meetirsg.
46-1
AC 1501537i7-'i0A CNG 6 .� 12�j94
Submitta! ai the lvritten Quaiity Cantrol Pragrarr prior ta the 5tart of wark wilt a[law
for detailed discussion of the requirements at the preco:�struction meetiag. Titis r��iIl give �
the Car�tractor a better understanding of the requirements before �eveCoping ti�e QualYty -
Control Pro�ram.
�a �x � �� * � * * r� * r * r * * * * � * � � �r * * * � � � * � � a a * a �a * * v * * z� �c � r �a � . s
The_ Quality COn[cQl PrOsr3rn 5hai1 �e OCg3ni2ed [O 3dd,��SS, as a minimum, the following izems:
a. Quality control org�nization;
b, Prcaject progress schedule; _
c. S�bmi[tads schedule;
d. I�sspection rec�uirements;
e. Quality can�c�l iesung plan;
f. DoCumentation of qwality can[rol acuvi[ies; and
g. Requirements for correc�ve acUon when c�uality conua! and/or acceptance cri[eria are not me[,
The Cantractor is encoura�ed to add an.y additional e[ements to �he C�uality Can[r�I Program tiiat heJshe de�ms
necessary to adequately control alt produttion andlor eanstruction processes required by �his contrac�.
100--03 QUAT.TTY CONTRQL ORGANIZATION. The Contr�c�or's QuaIiry Contrai Program shail be imple-
rrtented by the estabfishmen[ of a sepnra[e quality control arganizacion. rin organizacianal chart shall be develo�d
ta show a[( quality contra! personnel and how these �ersannel intcgratc with other management/producuon arid c�n-
struction functions arid, p�rsonnel.
Tha organizalionai chart shall identiFy all quaiity eor�cral staff by name arid funciian, and shnll indicate the total
staFf required [o implement all elements of i.he Qualsty C�nQol �rpgram, inciudirs� inspection 'and ces[ing For each
i�em of wprk. If r�ecessary, difFeren[ tethnicians can be� u[ilize� far 5peci�ic inspec[ion and lesting functions for �
differesit items of wflrk. [f ast au[5idc or�;uiir.�uon� ar indcpenden� �estin� laborawry is used for imp[em��ntation �y
of all or parT of [he Quali�y Can�ol Proaram, �he personnel assigned shal� be subjecc ta the qualificauon require-
mwnts of paragraph ]04-03a a�d 10Q-03b. T`he org�rsiza�innal cha:c sha,il indicate whieh personnel are Can�ractar
employees and which are provided by an o�tsidc arganization.
T'he quality cos�trol organ'saation shall consis� af [he follow�ing minimum pt;rsonnel:
a Program Adrninistrator. Th� Program AdminisUa��� shail be a Cull-time employec af ihe Contractor,
nr a consultant er��aged ty �h� �on�raEtUr. Ttie Pro�ram Administratar shall have a minimum of 5 years of exp�si-
ence in airport and/or highwa� cons�rue�ion and shall have had prior qu�iiry control experie�ce on a projec[ oF
comp�rable size and scope,as the Gantract.
Additional quaii�cations For the Program Admir.istr.►�or shal! include �i� least 1 af [h� foilowing requisemen[s:
(1) Professianal erigineer with 1 year of airport pauing experience acceptable to the Engineer,
(?) En�ineer—in—�raining with 3 years oF airpott pa�ing experiencc acceptab6e to thc En�'sneer.
(3} An individual with �� years of highway and/or airport pavin� cxperiencc aecegtabke to the Engir.eer,
with a Bachelor of 5ciencc Degree in Civil Enginaering, Civil Engi.^.cerin� Technology er Constructior►.
'(4) Constnicunn ma�erial5 technician certi�icd at �.eve! fII by tf�e Na�'sonal Institute for Ccrtifccation in En-
gir�eesin� Technoingies (NICET).
(5} Highway materiafs technicia� eertiiied a[ Leve4 IIi by NTGET.
(6) Hig�way constru�ti�n techn�cian ccstilied at Level III by I�ICET.
('�) A I�[iCET certi�ed eng►neer'sng techrsician in Civi! Eng;neer'rng Techno3ogy v�itn 5 yesrs of highway
andlor airport paving experience �ccegtable to the �nginccr.
The Pro�ram Administrator sha31 have Cu11 authority �ta insu�ute any and aII actions necessary for [he successful
implementatien of �e �uality Conuol Program �o cnsure cam�liance wiih t�e cnnuaci plan5 and [echnical spec9- '
fi�atiDns. 'I"he Program Adm,inistra[or shall rept�rt d'srcctly to � respansible officer aF the cnnstrv�tian fsrm, The
46-2
1125/94 _ AG 75pl53�p--ZOA Cf1G 6
Pro�rarn Ad�runisuar.ar rr�y supts�vise rhe Qua.fity Con�o� Program an mar� ti�n ona prvject provided rhaz person
can �e az t�e jab sit� �vithin 2 haars aFur berng nocifie,d of a prablem.
� r ■ n a a o�� o i a �u n a o� t� � a r� o n a a o n n���� a�i �� a�� �a r� e o o Q v� n■�
�
If, in t�e opinion ot the 1�ngiBe�g, tbe p�o}et�t u of sut��cieat scvpe and size to warrattt
a fuIl time, on�ite Pt ogram Administrator, paragra�� I00�3a shouf,� he �odi�i�d accord-
ingiy,
n� a Q• a a� o� �o s s� o�r ����� n d s a a• o a� o� n o�� ti a a o� a �r a� a s n■
h- Qualitp Cank�oI Tec�nicians. A su,ffcient number of qualiry conaot technieians r�x�s�y r,� adequat�iy
isrtplement [he Qualairy Con�ol Program shall be prpvide�. iiiese pa�cu�el st�Il be �it3ya engineers, engineering
��hniciaiu. or ezperienced craftsman with qualificatians in the approp�z.ate field eqtzivalent to MCEY Le��! II or
higher cor�u�ucuon materials t�chnician flr highway cor�suucrion rectuiician a,nd shall have a minimum of 2 ye�,rs
of ezperience in their area of expertise. -
The quaIjLy cOr1�o1 tecflniCianS 5ha]I Cepd[t direci�y [i] the PrOgrdln Adm�*+;�«+- and shail perfa�n tiye failowing
�UIICLions;
(I} Ins�Ctign of aIl mat�als. car�.s�ucuon� Plan� and equipm�rst for confarmance to r�e tezhnic�! speei.
Fcations, and as reqvired by 5e=rion IG�Q6.
(a) Perfcxmance of all qualiry con�a! resrs as requir�d by rhe ceciuvca! s�ecif�or� arxi Sccrion 1D�
a�.
Cati�cadnn at an cqtuvalen[ Ievef, by a state ar r�a,aoaally re�ogniz�d organizadon �rill be acrrc�abie in' Lieu pf
MCET cer�ificadon. �
c. 5taiiiag Levefs. The Contractar shal! pmvide s�ffi�ient qualifxed quality control perso�snel ta a�oni�r
eacf� wor� ac�viry at a!1 dmcs. Where •mar.eria! is being prods�ced in a plant fcx u�c.cnpo�-�rion �to r}1e work, s�rate
pEant and� 6e�d te�hnicians shail be gravidcd az cach plaat and fieSd p�acemen[ locatioa. Thc scheduiing and coardi-
nar.i,ng of al! enspection and sesung must macch ti�e rype and pace of worf� a�aviry. The Qv�liry Conrroi Pm�raEn
shail state where differen� technici,ar�s will be r�quir�� for di$er�nt work elements.
�1 iD4-04 PROJECT PROGRESS SCHEDULE. The Conma�ror s,t�I yu6init a coord.'uiated eansav�uon schc�u{e
, for a!1 wor� activicies. T� schEdulc shaJ1 bc prepared � a rserworic dia,gi-dra in Cri�ral Parh Mett�od (CPM7. PERT,
�; or other forma� or as cxh�xwi9e specified in the co�n�act. As a minimuzn, it s�al! provide infaz�madon on the se-
quence of wark acuvirics, milesrnne d�es, aryd a��viry d�asuon. �
Ti1e Cn�saacrnrr shail maintsin tf�e �vark sc�edule arM psvrride � tz�t�e a�d 2m�lyss o€ t� prp�s schedule on
a twice monthiy basis, or as o�ise s�ecified in zhc r.,on�� Sub�iss7ian of L�e � sc�edule st�aIl avt rctieve
rhe Cona-acwr of avr�a,ll �espans'biiity far schedulir,g. s�ques�ng, and eva�in�ang a11 wrork ta comply .wi�i the
requiremeats af the con�t
104-05 SUBMI'Ii°A.i.S SCiiF�iJr.E. ZiSe Contra�aar st�I su6mit a d�etai�d 1is�ing oP all snbmiaa�s (a.g., miz
d�si&ru, m�t�,1 c�tia�,$) a�d sJ�a�p draR+istga required by t�e t�an.ica.[ specifica�oas. 'Ihe listing can be dcveI-
aped in a.,�..ra,;.,`.� fQaas�t ��I! incIude:
s.. 5par� � a�ba�
6. Tttr� (�,;�.a�;�.o;
¢- Dt�ip�c�a af s�zbcaitt�l;
d. 5pecificadan paragraph r�quzring su�min� and
e. 5che�uIed dazte af su6mittal.
100� INSP�CFI�N R�QUIREM�NTS, Qu�liry conttni uLs{�ction fisneri�ris siiatI be orgar�iz�d to piwide �
inspecriac� f�r all definable feaczzr�s of wori� as demiled belaer. A!I �.s s4sall be docvmentcd hy rhe Con-
uaeLor as spxifie.d by 5cc�ion iO4--07.
Ins�ecuons 5hall be performcd daiiy to erisiue wntinus.ng cacrspiiazi�e wit� ca�tract r�quur.�nents unal compEcrion
of [hc pazticular fcat�re of.wpric. Ti��sc siiall include th� %Ilowing minimum requirements:
4+�--�
�C � s���370-1 aa Ch�G 6 112��gQ
a. During p1an� aperauan fa rrsar�riaE producrion, Quaiiry con�ol r�st resuirs and period.ic ins{�ecuons shall ,--:
be urilized t� ens�ze t�e qualiry of aggrega�es and orher mix cnmponen�s, and to ad3vst and con�rol mix proparrion- 4`-
ing to mcet the a�gtvved mix design and other requiremenu of t�e. technicai specifications. AlI equipmen[ utiI.izcd
in propardo�ing az�d mizing sitall be inspected to erisure iu proper apera[ing r,ondiuosi. The Qua],iry Conct�l PrQ-
gr�n �hal1 decail how thcse and other quafiry coatral functior� wili be accomgii,s�ed and udlSzed.
b. Dtiuing field aprsatians. qua]iry conn�ol tEst resulL� and periodic usspcctions sh�l be �atilized ta ensvre the
quality af aIl macaials and wor�nanship. All equipment u�Iized in placing, finishing, and campacung shall be
inspecteri to ensure its praper aperating candition and to ensure 3hat a!i svch operatia�s a� in confcxmance ta the
txhnital SpeciEcations and are wirh� the plasi dirncnsionS, Eines, grades, as�d taleranr�s spe.Cified. The Progracn
shail document how these and orher q�ali,ty con�rol funetions wiIl be actomplisi►�d and utiiixed.
I00--07 QUALITY CDNT$OL TESTING PLAN. As a part oi the overall Qv�fity Cacs�o[ Pm�azn, tiie Can-
tractor shafI implement a quafity coRffoi tesung plan. � required by t�e t�chnicaI spe�ificauons. The testing plan
shall include the minimusn tes�s �and te5t &equencies required by each t�hnic�! specificarion Item, as weII as'any
addiuonai quafiry conanl [esu thaz tite Can�actor deems necessary [n adcquar.eIy contrvl praducuoa andlor cnnsu�uc-
tion processes. .
Tne �sang plau� can bc developed i,n a spreadshecs fashian and shall, az a misiimtun, inG[ude �he followin�
a. 5pecification i[em number {e.g., P�6I);
h. Item description (e.g„ Plan[ Miz Bituminous Pavcment�);
c. Tcs� type (e.g., �adaaon, gi-ade. aspha.it co�nt.cn[);
d. Test standard (e.g., ASTM or AASHTO test number, as applicabl�};
t. 7est fi�quency (e.g., as required by [echiucal 5g�ciFicariorts or minimum fr�qvency whcr� r�quirunenc� a�
not statLd); .
f. fiespaz�s�,biliry (e.g., plant te�hnician); and
g. Contzal rr.quirements (e.g., targex. perrrzissible dcviarians}.
. The tesdng plan siiali contain a staristically--based procedure of ranc�m s�mpIing Eo� aequu-ing' test samgf�s in ac-
, cordance with ASiM D 3665. ihe Engincer sE�all be provided tfie flppozvmity to �imess quaiiry canaol sampling
�� and tEsting.
All qciaiiry conu�ol t.cst rt�lu Si� be documentcd hy nc� Con�a�ctar � requirr� by Se�tion 10��8.
lOb--0B D�UMENTATION. "Ii�e Contracwr shsll mainrain curr�t qualiry canagE reror� of aEl inspecuons
and trsu perfarmeci: �hese r�cords shalI inclnde faeu�al evider� 1l�.at Che z'equire�d i�t�a�uo� or te�su have bcen
perFormed, ir�cioding ry�pe and aumber of inspcc�ons or tesrs iuvolved; resuics of irLspccri�rts or tesu; nsatr� oi
defecrs. deviadons, causes for iejex-rion, �t�.; Prol�osed r�a�edial a�gon; as�d c,n��ve me�ans calsrn.
These recerds rntut enver ba[h . conft�rmin$ and defc�uvc or deFicient fcaau�s, and inust include a srat�rnent ri�a�
a.i.l sugg�ies and ma�Lg incorpo��d in she war�s are in F�a11 crxnpliar�e wic� tise ¢sm4 of �.hc co�ua�t Legibfe
copies-of �e �,� s�ll be frt�s�he� to tk�e Eaiginca �aiiy. 7'hee rr�xds �ll cuvcs �II woric.p3�ced su�sequent
io [he pr�y�ky f� I�s ar�d 5ha,i1 be vea7.lfied arjd ssgsied by � C.on�9 Pmgiasn Ar�min;�-atQr-
5peci5c ��uliry coaGal recor�s r�qui�d ityr rhe co�t�act s�l i�clud�, but are ssnt +.,Pr��*'s�y Iimited
ta, the Pal�o� �;
a. Drsity i�et� R�fi�- �c�t Con�-acuar q�aliry con�oi txiuv�a�t sk�II rc�sinrain � daily log of ai�
inspacdons pe��d fo� ba� �an� and subcan�acuar vperadons on a faa�n a�i� to tt�e Engin�cx. '1`ncse
teckutician's �y re�or�s s�al1 praysde faccnal evidence thac conri�uoct� qualiry wn�i ias��ons have b� p�-
fnrrne� and sEiali, as a minimum, incl�sde t�ie follo�ing: -
(I) Technical s�ecificatian item nuinbea and descripdon;
(2) Compli�nce with a�grave� submiaa�s;
(3} Peoprr starage of ta�at�siaLs and equipmen�
{4) Prop� opera�an of all �uiprnenL-
C5? Adh�rence tn plans and technical sp��cauons;
�
�6--4
I�
1I25l94 �� � 54/537a--10A Ck�G 5
(6j Review af quaiiry connrol �esu; and
('i� Sa.fcty ins�ec�an. �
The dai3y ic��ccrion repor� sitiall idendfy i,r�spectians car�ducud, results of inspecrions, location and na�ae of de-
fecu found, causes for rejecrion, and �€media.! or correcave acaons talcetz oc proposed.
The daily irupecuon reparrs shall be signed by the res�nnsihIe quaiiry corza�I r�chnician arid th� Program Adm�inis-
tratpr. The Engineer sl�ail be provided a� IeaSt ane �opy of, each dai]y irLs�ecuoq re�art oq tho wori; day fotlowing
the day af record
� , �
b. Daily Test Reparts. 'Ii�e Con�ac�ar shail be responsibie far estabiishing a system which witl re�ord all
q�afi[y cona�ol tr.st results. Daiiy test repores 5hall document th� following informarsort:
(1) Txhnira! s�ecificarion irEm n�unber and descrigtion;
(�) Test designaiiaa;
(3) Loca�ion;
(4) Dace of test;
(Sj Consol re�ui.rements;
{6) Trst resu],ts;
('�} Causes far rejecuon;
(8) Recom,mendcd remedia! acuo�.s; and
(9), Rccesu.
Test resulrs fiom cach day'� wor� pariod slzall be submitted ua ti� Engir�e�s priar to the start af �he nczt d,ay's
work period. When tequircd by the rrthnica! specificarians, the Corit�ctor sizail mainiain starisuca! qu.aIary cnnwl
charrs. 'T�c daily tesz reparrLs shall be signcd by the responsible q�aliry cnz�tznl tectuucian and the Program Adminu-
trator.
� IOQ--09 CORRECTIYE AC1iQi�1 REQiFIREMENT5. 1�se Qua�liry Ctmt�vi Program shalI indiratc ttse apgro-
�'� priate acuon [o be salceri 'when a process is dxmed, or beiie�ed. so be out of control (out af taleranc.c} and denil
' what actian wi],1 be taken to bring the p�crss into connoL 1i3e reqvirern�nts for cprrxriv� acuon shail irrclude
' both geaera! requuemcs5rs For operarion af the Quaiity Cannoi �rogi-dm as a wE�qle, and for individv,al ir�rns of
ti wori� canraineci in thc cechnica! s�ecificarions.
,
' 'Ih� QuaJiry Can�ol Pmgiam shall de�aiI �ow the res�ts of quality r,osiuni inspec�oris and t� evili b� usai far
datermining ch� need.f�s carrective acuon and st�all COiiCBli1 CIe3T SeLS d� CU��T �U $3llg� when a prqccss is oeu
af con¢�l and thc [ype of cosr�crion u� be talce� w regain proccss coanvL
when a�licabk ar rec�uu�d by �he tcchn�cal spacificacior�, r�e Cona�ctor siiall �7ahiish and uNize x:arisucal qua,E-
. �ry conunl c� fp�t i�vids�! q�aEiry controI tests. The �quirements for corr��ve a��an siiall 6e liniced sn di�
conu�o! ci�as� �
104�10 5U��,LAIP.�CE SY 'Y�i� FNGWF'�R. AlI it�ms nf ma�si�l and eqvipmcnc shall be sub�ea tn sttr-
' veilIanca �y �s P..� ffis �e poirit of production. manufa�n� or shipmanc w d�ua�Yir� if ti�e Casua�uar, Frn-
duc�r, msau� ar sl�ip� mars�tairt� an ade�sat� quaIity c.an�al system u� wnfarmance with �e r�qv.�emenrs
j detailed h�aZ a�d � appii�abl� technical sperifcauar�s and pias�. Ia addiaoa, alI itcros af mareri�, eqtagmenc
� and woric in pla� shalI be subj�c w survciiIa�sc� by the �nginecx a+t �c sit� foc �e �arne p�rpase.
Surveillanc� by the Enginea does nat rciiev� the Contracrr�r of perfc�rming qt�ality controi inspecsians af eish�
on�ite ar nff—sit� Can�un's os subcon�acwr's aoris.
10�11 NONCOMPLIAiy!lCE.
a, `1'l�e F�girs�cr wili notify the Contracuat of as�y noncompliance wit}i arty of thc foregoing rt,�u�emen�s.
S�
_. The Con�actflr st�all, aft� r�cei�t of such natice, inunediateiy �ke corrr�gve a�uon. Any noti�e, whea delivered
by th� �agineer or has/her authori.zed rzprescnradve tc� tiie Con�atwr or his/her authorized represencaare at the
� sice oF titie work, shail be consider�d sufficicn[ nooce. �
4&-5
AC i 50/5370-10A �HG 6
_ ,� 1125194
h. In cases w}�ere quai.iry con�ol activicies do nat camply with ei[her the Con�actor's Quaiity Con�ol Pro- ;�
gram ar s,he cona�aca grovisians, ar where the Con�acwr fails �o praper3y opera�e and maanrain an eff�tive Quality �.
Canu�oi Pmgram, as d,ctermincd by nc� Enginaer, che Engineer may:
(L} Order ihe Caniracuar ta rcplac� ir�effective or unqualiFed quaiity con�ol personnel or sulxon�accors.
(2) Qrder ti�e Conua�ctnr w scop opera�.ons nn�iI apprppriat� corrective actions is taken.
�
.1
1•�
4&�&
�f�i19$ AC 15Q1537d-�pA CHG 'S{3
Si�C���� `� � ❑
RI'�ETHO� OF ESTiIVIATING �ER�CE�TAG� �F �1i1�TERIAL W1TH1� SP�CIF1CATl0�1
L1MZT5 (PWL)
II0�01 GENERAL. �hen the specifi�ations p,ro�ide for acceptance Qf material based on the metl�od af e.st�mating
percentage of.m,ateria.i wittuu specification lt�its (PWL), the PW1. will be determined in, accordance with this sectio�
All test results for a lot will be analyzed statrsticaliy to determine the toial es�mated percent of tl�e lot that is within
sgerification limits. 'ihe 1�WL is camputed using tiie saznplc average (X� and sample srandard deviation (So} of the
specified nwaxber (n) of su6lots far the Iot and the specification talez�ance Iimits, L for Iower and LF for upper, for the
particular acceptance parameter. Fram these vaIues, the respec�ve Quaiity index(s), Q� far Lower Quality Index and/or
Qr.r far Upper Quaiity Inde� is computed aud rhe PWL for the lot for tI�e specified n is determined from Tai�Ie �,
Theze is some degsee af uncertainty (risk) in the measurement for acceptance because omly a small fiaction af groducrion
material (the popufation) is sampled and testecL Thjs uncertainip exisis because aIl �portions of the pmductian material
have the same probability to be randomly sam,pled. The Contractofs ris�k is the prabability t�at material produc�d at the
accegsable quality�ievel is re�ected nr subjected w a pay adjiistmeuL The Owner's risk is the pmbabiIity.that materiai
produced at the rejectable qualzty level is accepGed. �
ZI' IS THE INTENT OF THIS SBCITON TO IIdFORM T� CQNTRACTOR TH.AT, IN ORDER T� COIVSIS'iENTLY
O�F'SET : Tf� GflNTRACTOR'S RISK FOR MATERIAL EVALUATED, PRODUCTION QUALITY (U5ING
POPULATIQN AVEItAGE AND POPULATIC�N STANDARD DEVIATIOI� hILTST BE MAIN"r�AINED AT THE
ACCEP'iABLE QUALTTY SP�CIFID7 OR HIGHER. IN ALL CASES, TT IS T� RESP��SISII.TIY 0� TI�
CONTRACT�R T� PRODLiCE AT QLIALIIY L.EVELS THAT WILL MEE'I' T� SPECgTED ACCEPTANCE
CR3.TERIA Wf3EN SAMPLED AND TESTED AT ii� FRHQ[7ENCIES SP�CIFIED. - � •
* �It # # �p �h �k ! �i �k 4 • * * F * * �h * �F * %� # 4 �R s ac # �It 4 rZ • � # # # # 4 # # �S �k # # # O * # * # i �M �k �h �h # �k �k * iY �p * ,k * 4
Paragrap� 110-OI sha� be incSuded verbatim in aII proj��.s. �
:..*.�*��*.*«*.*sr*«**:.««r**.��***#**x.�*.:.*:.***�**�v�**rs**a*�
110-02 METHOD FOR COMFUTING PWL. The camputational sequen.ce for camputing PW�.. is as folIows:
a. Di�ide the lot into n �ublats in accordaz�ce with tiie aeceptance reqviremeats af the s�ecifieation
h. Loca�e ihe random sampling position withia the sublot in accardance with the requirements of the spec'�f'ica[ion.
c. Make a meas�uemcnt ai each Iocatio� or take a test partion and make the measurement on the test portian in
accordan�e w°ith the testi.ng r�quirements af the spec�cauo�
d. Fiad the sample average {� far a11 sublat values withiu the lot i�y usiug ttte following formula:
X = {x�}xz+x3-�...x„}}!n .
Where: X = 5�.mple ave�rage of alI sublot values within a!ot
x�, xZ = Individual sublot values
n = �umber af sublats
e- Find the sample staudard deviariou (S� by use of the fallaw'ing formuta:
5n = j(dt� + d�Z + d�� + . . .��)f(n-1}] �rz
Where: Sa = Sasuple s#�ndard deviation of t�e �ztzmber of subloi values in she set
; � d1i dz, .,.= Deviatrons of the individ�ai sublotvalues xi, x�, ... fx'am the average value X
tbat is; dti = (xi - X}, d3 = (xz - Xj .., dQ = (� � X}
n = N�mber af sublats
f. Fax singie sided spec�caiion limirs (i,e., L anIy), sompute the Lower Quality Index C�, by usc af the foilowing
f�x7mula:
tiCi. _ �.r1 ' 1+7 1 Jn
Where: L= spec�cation lower tolerance limit
AC � 50/537�-10A CE�q B
i 125194
Estimate the per�entage af matenal within limits (PWL) by eniering Table 1 with �„ u�ing the column
ap�ropriate to the total nuznber {n} of ineasurements. If the value of (�„ falls �between values siw�cvn. on ttae table, �se t�e ne�i
bagher �aiu� of PWL.
g. For doable sided speci.ficarioa limits (i.e. L and �T}, campute the Quality inde.ces Q�, and Qv by use af tt� failovs�in;
formulas:
�, _(X - L)/ Sn anci Qv =(LT - X)/ Sa
� Wh�re: � � . .
� L and U= specificarion lawer and up�er tQlerance IimitS .
'- FstiraaEe the pe�entage of material between the lawer (L) and upper ([7) tnlerance limits (PWL) by entering i'able 1
sepaiately with Q�, and Qu� "� the calumn appropriat� to the total mnmber {n) of ineasurements, and detErmining the percent of
material af�oye pL and pe�ent o#' marErial belaw Pu for each talera� limit If tbe values of Q�, fall bekween �alues slwwn on tbe'
tablc; use i�e next hi�er yaiue of P�, or PU. Determine ti�e PWL by use of the following farmula:
�Vl�re:
FWL = (F'v -� P� -100
Py = pe�ent within Iower specificaLion. limit
Ps� = pe�ent within apper spec�ca�an lirnit
�XAN{RLE OF PVilL CALCUL4TiO�l
Prnject: Example Project
T�t Item: Item P�O1, Lot A
A. PWT. Detezznulation for Mat Density.
1. Uensity of four rand.d� coies taken from I.ot A
A-1 96.fia
A-2 97.55
A-3 99.3Q
A� 98.35
n=4
�. CalcuJate average dea�ity far the ia�
� � X = (xl �+- xZ �- x3 + . . �) ! n
Y=(9fi.50 + 47.55 + 4�.30 } 98.35} 14
X = 97_95 pez�e� den�ity .
3, CalcuIatE t6e standai�d deviatian for the lot
Sn = [{(96.60 - 97.9�7" � (97.55 - 97.95)� +(99.30 -97_95)z + (9$.35 -9'1.95)�})/(4 -1}]'�
sn � �(r.�2 + 0.16 + Z,$2 + 0. �� / 3]i2 �
Sn = I.15
4. Calculate the Lower Quality index �, for the lot (L=96.3)
�,=(X-L}/5n
QI, = (47.95 - 96.3�) ! 1.15
�, = 1.�3&�
!� �
1/25194 A C 150/537�--10 � C H G fi
'P
5. D�t�rmine PWL by entering Tab[e L wi�h ¢�, = 1.�4 and n= 4. '
PWL = 48
B. PWL Determi�.aiion for ,�ir Voids. �
3.. Air Voids of Four randorn samples taken fram I�ot A,
A—I S.OQ
` � A-2 3.74
A-3 2.30
` ` A—� 3.25
' 2. Calculate [h� average air voids for the loc.
` X=(xl�x�-x�..n)Jn
I
' X = (S.OQ �- 3,74 � 2.30 +� 3.25) / 4
� X = 3.57 per�ent -
+ 3. �aiculaie th� srandard deviadon Sn fQr �hc loc.
,
Sa = [ (3.57--5.00}z f {3.57-3.74}2 + (3.57-230}Z + (3.57-3.2� }s / 4-1} ]in
.� Sn=[(2.Q4�0.43-� 1.fi2+0.10)}/3�zn �
_ �n = L.iZ
,i
4. Calculate [he i.owcr Qualiry �dcz �, for nc� !o[. {L - 2.0 j
�.J.. - `� � �! �6 _
' Qi. = C3.57-2_QO) / 1.12
� QL. = 1.3992 �
, �. Determirie PL by enr.e�-ing Tab[e 1 wzri= Q� � 1.40 and a= 4.
I P� — 97
'��
t �� S. Calculate the ilpper Quaiiry Indez QV for che la�. (U=S.D}
� . � Qv={�-T—J�/S„
� •
. '. Qv = (S.OQ — 3.5� / 1.12
� Qv '= I.270'L
�,
�. I}et�rmine Fu by enrerisig Table i wisi� Qv � 1.27 and n= 4.
; I, . pu = 93
' 8. Ca�Cz1e� 1.iz Voids PWL
F • -
, � P�, � (PY, ¢ Pv} � 100
P'%Y, � � (97 ¢ 93) � 100 = 94
i
��
45-9
.�
,
:
�
AC 150/5374-10A C�iG fi
, 112�l94
TABLE 1. TAALE �'OR �5TIl1�1AT�NG P�RC�M' OF 'LOT WITHTN LIMITS (PWL)
Perr�t R+'�hia F�irs �'WL). PL. uid P„ I
n=3
99
98
97
96
95
94
93
92
9I
9�
89
88
$7
�s
$S
84
83
82
81
80
79
7$
77
75
75
'74
73
72
71
70
�9
�
57
65
fi.5
�3
�
��I
60
59
58
Si
55
ss
�
53
52
S1
�
m
i.1541
1.i5�4
1.1496
1.145�
t.1d05
1.1342
1.I2fi9�
1.I184
�.10$9
I.Q982
1.D864
1.0736
La597
x.aa�as
�.o�zss
1.0119
0.9939
4.9749
Q.955Q
0.4342
a.g�2a
0.$897
0.$66�
a.$a i�
fl.8I55
0.7904
a.����
a.7360
0.7077
4.6787
4:fr490
Q.6I87
fl.5878
0.5�63
4.5���
Q.49I6
a.458�
0.��51
�.3911
0.3568
0.3�22
a.�s�a
a.as��
0.21 fx4
a.iaa�
a. i��
a.i087
o.a��s
�5
0.03�3
a.o
Posi�iy� v�ucs oi �
r�4 a=5 n�5
2.47CQ
1.4400
1.4100
1.38q0
I.3500
1.3200
1.29f1Q
1.2600
z.x�oa
r.zooa
1.170Q
l.14Q0
I.1100
i.osar
1A500
1.Qx00
0'
0.990Q
0.9600
Q.9300
0.40QQ
o.g�oa
Q.B�
fl.8I0Q
4.7800
a.�sao
0.720Q
o.b�oo
O.b600
0.�3GQ
�.600Q
0.570Q
0.54L�Q
Q.31Q0
0.4$()0
0.4SD0
0.4200
�.34a1
4.3�QQ
�.3300
0.30Qa
4.2700
a.�aoo
a.z�ao
�.i8(7Q
O.IS00
a. i�oo
o.o4ao
a.o�oa
a.a�oa
o.o
1.6714
1.6Q1b
15427
1.4$97
i.a.aa7
1.3946
1.3508
1.3�88
1.�683
I.2291�
1.19�A9
1.I53i
i.I173
i.o$i�
1.U4b7
1.0124
(}.�7$S
0.9452
Q.9I23
�.$799
0.&478
0.8I60
0.7&46
U.7535
�.ry226
Q.592i
o.���
0.6315
Q.64I6
4.5� I9
Q.Sd�3
�5129
0.4836
�.456t5
Q.4�55
�.396�
0.3579
�3392
03107
0.287.�.
a.as��
a.�
O.I97I
D,I688
a.i�s
a,��2s
O.D843
Q.Q562
a.o�s i
a.o
1.8Q08
I.5482
1.6181
1.5497
1.�$87
1.4329
1.38I0
1.3323
I.28b4
1.Z419
1.1995
i.I587
i.l I9I
�.osos
1.0435
1.OQ7 i
b.9715
0.936�
Q.4075
Q.869Q
a.s�6o
0.8036
0.77I6
0.7441
0.7089
0.��8 i
a.�arr
0.6I7b
Q.5878 �
0.5583
Q.5�,9Q
a.a�s
0.��1Q
o.aa2�
0.���9
Q.3855
Q.3575
�.3295
0.301b
0.2738
o.�si
O.ZF&6
o.isi i
Q.I535
0.1363
0.�090
o.osi�
aos�
o.�rz
4.0
n�7
1.$888
1.7fi12
F.5+561
L.5$71
I.SI$1
1.456 �
1.399�.
1.34bI
i_2954
t.2492
1.2f343
1.1613
1.1.199
i.asoa
1.D413
1.0037
0.9f 72
Q.g325
D.896fi
p.8625
0.8291
0.7462
0.7640
0.7322
o.�ooq
O.fi701
0.6396
0.6Q95
Q.5798
O.S504
a.s2 r�
0.4924
0.463$
a.a3sa
a.�
Q.3793
0.35I5
(}.3239
a.2�a
0.�691
0_2� I S
0.� I47
a.isr�
0.16i3
0.1338
a. ro�o
o.a8�
�.gS3�i
a��
o.o
, ...
I ,
�=8
1.95?q
1.8a53
i.b993
l.b [27
1.5381
1.4716
t.ai iz
1.3554
1.3432
1.2S4I
i.2Q75
I.1630
1.120�t
i.o��a
1.0399
I.bQIS
Q.96d3
0.9�.81
0.8Q'LS
Q.85$3
a.szas
Q.791 S
0.7590
Q.7271
o.s�ss
� 0.6549
a.�3a�a
O.b04�4
� 5747
0.545d
0.5164
� 0.4877
! 0.�592
D.43I�
0.4-031
I 0.3753
� 0.34'T7
0.32fl3
0�93I
0.2.6fif}
0.2391
Q,� 12�
Q.1855
O.I592
0,13?.2
Q.1Q57
o.anrz
Q.���.8
a.o2�a
o.a
��
�s-i�
v2�isa
�c 1�a��7�--rtaa cHc s
TABLE 1. TABLE FDR ESTIMA7iNG PERCENT �F I.OT WITHIN LIhIITS (PWL)
Pereast VYithin Liroir� (PWi-). P�. uid P,.
n=3
49
�8
47
46
45
aa.
43
42
41
4�
39
38
37
36
35
34
33
32
31•
30
29
28
�%
26
25
24
23
22
21
20
19
18
17
16
I5
I4
13
12
11
14
9
8
�
b
S
�
3
2
1
-0.0353
-0.4725
-Q.10$7
•0.14�7
-Q.1806
-D.2i64
-0.25 I9
-0.2872
-03222
-0.356&
-03911
-0.4251
-Q.4586
-a.as�6
-R.Sz42
-0.SSb3
-�.5878
-0.b 187
-O.b490
-0.6787
-�.7077
-Q.735Q
-�,7636
-0.7904
-0.8 I55
-0.$A i7
-O.Sb62
-0.$897
-0.9124
-0.93�42
-0.9550
-0.9749
-O.I�939
-1A119
-1.Q288
-1.0�4$
- I.a597
-x.a�3s
-1.08b4
-I:0982
-I.I4$9
-i.118a
-1.1264
-1.134Z
-1.14Q5
-i.1Q56
-1.1�4b
-1.15��
-I.ZSdI
Vegiuve V�lues aF Q{(,h, usd QLj
n=4 n=5 n� nW7 n�8
� � ��
� �.��
� ����
� ��
r ��
� :��
f ��
� . •�
� ��
� ���
� �i
� .��
i ���
/ • �f
� • ��
+ • :��
t ��
� •��
� �►
r .��r
� , ��
� ..��
i .•�1
i r�
� ��
� :��
t • r�
� ;•i�
� : ��
a •���
� • ��
� �.��
� ••��
� ��
� ��
�:��
��
.��
��
���
�1
..�
•ro
��
��
:��
. ��
-_��
� ��
-aazs �
-O.D5�2
-0.4843
-0.11?5
-�.1d08
' -a.1fi88
-o.�s�x
-0.2254
-03537
-Q.2822
-03 t07
-0.3392
-0.3679
-0.3967
-0.4255
-0.4545
-4.483b
-0.5129
-a.saz�
-0.5719
-0.6016
-0.63 i 6
-0:66 i7
-0.692I
-o.�zz�
-0.7535
-0.7$4d
-0.81 b0
-0.&i78
-0.8799
-0.9123
-0.9�452
-0.9785
-1.0124
-1.04�7
-1.081�
-1.I 173
-I.3.537
-I.19Q9
-1.2290
-1.�6$3
-1.3U88
-135D8
-13945
-1.4�U7
-Z.489�
-1.5427
- I.SQ 15
-1.6�14
-a.az�z
-Q.Q54-�
-0.0817
-O.iD9D
-0.1363
-o,153a
-O.I91 t
-Q,2I86
-0.2461
-0.2738
-a.�o�b
-4.3295
-0.35�5
-0.3856
-Q.4139
-0.�424
-0.4710
-0.4999
-0.5290
-05583
-0.5878 .
-0.6i76
-0.5477
-0.6781
-0.7a89
-0.7401
-0.77i6
-0.8a35
-0.836Q
-0.869�
-0.�425
-0.9357
-0.9715
-1.0�71
-I.Q435
-1.D8D8
-i.l I9I
-I.I587
-1. I995
-1.3.419
- I.Z86Q
-1.33�3
-1.381Q
-1.4329
-1.48$7
- I.549'i
-1.6Z81
-1.6982
-�.soos
-�.o���
-0.0534
-O.D$a2
-0.1074
-0.I338
-0.160'7
-0.1877
-0:2I47
-0.2418
-0 2691
-0.29C4
-0.3239
-0.35I5
-�,3793
-0,4073
-0.4354
-�1.463$
-Q.4924
-Q.5213
-0.SSOd
-Q.5798
-0.6Q95
-0.6396
-0.fi701
-0.70�9
-0.7322
-0.764Q
-0.7962
-0.829I
-0.8625
-0.89b6
-0.93?S
-0.9672
-1.4Q37
-I.Q4 !3
-1.OSa0
-1.II99
-l.lSl3
-12043
-1.2492
-I.2964
-I346t
-1.3991
-1.4561
-1..5181
-1.58i1
-I.GbGI
-I.76 i2
-r.gasa
-o.az�a
4
-o.oszs
-0.079�
=a.ios�
-0.1322
-o.is��
-0.1855
-a.Zi22
-0.2391
�0.26G0
-0.2931
-0.32�3
-03477
-0.3753
-0.4031
-0.43IO
-0.45�2
-0.4877
-0.5164
-0.5454
-0.5747
-0.6Q44
-Q.6�44
-0.6649
-0.6958
-0.7271
-0.7594
-0.7915
-0.824$
-0.8583
-0-8928
-0.9281
-09643
-l.QQ15
-i.Q399
-i.0794
-I.1244
-1.1630
-1.2475
-1.2541
-1303�
-1.355�t
-1.4112
- k.47I6
-1_5381
-l.bt27
-L5993
-1.8053
-1.95�0
�71
(and 46-12)
��,����C. (�F ��AV4�II1���
Li�t of Drawin�s
I :l
Sheet No.
GENERAL
Descrxption
GN-dl COVER SHEET, VICINITY MAP &�HE�T INDEX
GNm02 GENERAL NOTES AND ABBREVIATIONS
GN�03 SUMMARY OF QUANTITIES
GN�O� CONTRACTOR STAGII�IG A1�TD CONSTRUCTION
ACCESS
GN�05
SV-�1
PH�41
PH-42
CSDO1
CS�02
SC-Ul
EC-dl
EC�02,
DM�U1
DM�O�
FC-Ol
FC-Ol
PAVING
PV�OI
PV-0�
PV-03.
PV�04
PV�D5
PV �06
PV-0'�
PV�DTx
PVdDT2
PV�DT3
PV-DT4
PR-01
PRd02
PR�43
PR-Q4
PR�OS
SURVEY CONTROL/SOIL BORING
LOCATIONS/PROPERTY AREA PLAN
CONSTRUCTI�N PHASING PLAN — BASE BID
C4NSTRUCTION PH�SI1�iG PLAN —�ID ALTERNATE I
CONSTRUCTION SEQUENCING & SAFETY PLAN, BASE
BID
C�NSTRUCTTON SEQUENCING & SAFETY PLAN, BID
ALTERNATE No.1
CONSTRUCT�ON SAFETY DETAYLS
RECONIlVIENDED �ROSION CONTROL PLAN
EROSiON CONTROL DETAILS
D�MOLIT�ON PLAN — BASE BLD
DEMOLITION PLAN — BID ALTERNATE No 1
FENCTNG PLAN — BASE BID
FENCTNG PLAN — BYD ALTERNATE Na. l
APRON JOINTING PLAN
APRON JOINTING PLAN
PAVEMENT MARHING PLAN
SITE PAVING PLAN — SASE BID SHEET 1
SITE PAVING PLAI�1-- BASE BID SHEET 2
SITE PAVING PLAN — BID ALTERNATE No. 1
ENLARGED PAVING PLAN — BAS� B1D
JOINTIIi�G DETAILS
CONCRETE PAVING DETAILS
TYPICAL PAVEMENT SECTIOliTS
PAVEMENT MARKING SECTYONS
EAST APRQli� EDGE, PR4FiLE "B"
CL TAXILANE, PROFILE "C"
CL SLQTTED DRAIN, PROFILE "D"
GRADE BREAK, PROFILE "E"
WEST APRON EDGE, PROFILE "F"
Lfs� of Drawin�s
(conhnued}
Sh�et No.
PR-06
PRe07
GRAD�NG
DeScription
SOUTH AND N4RTH TAXIWAY PROFILE�
ACCESS ROAD PROFILES
GR-Ol GRADXNG PLAN — BASE BID, SHEET 1
GReU� GRADING PLAN — BASE BID, SHEET 2
GR-Q3 GItADING PLAIv — BID ALTERNATE liTo.1
STORM DRAINAGE
S��
S9�
S�3
Sb4
Se�
S�6
S�'i
S�S
S-9
5d10
Se11
5�1�
S�13
Sv14
OVERALL STORM DRAINAGE SZTE PLAN
AIRPORT DRAINAGE AREA MAP
BASTN AREA GRADING PLAN
RETENTI4N POND PLAN
STORM DRAIN PLAN AND PROFILE, STA 1-�UQ T� STA
b+S9.3
STORM DRAIN PLAN AND PRUFILE, STA b+�9.3 TO STA
11+7�
SLOTTED DRAIN PLAN STA 0�+49.8 TO STA 6��9.3
SLOTTED DRAiN PLAN STA .G+59.3 TO S�A 12+22
R�T�NT�ON BASTN DETAYLS SHE�T 1 O�+' 3
RETENTION BA�IN D�TAIL� SHEET � OF 3
RETENTION BASIN DETAILS SHEET 3 OF 3
NIISCELL.AN�OUS DETAILS TYPE "A" YNLET
MISC�LLANE�US DETAILS TYPE "B" TNLET
MISCELLANEOUS DETAILS 1 GLYCOL FLOW
CONTROL VALVE SOX
NIISCELLANEOTIIS DETArLS
DT-Ol. CHAIN LINK F�NCE AND GATE DETAILS
DT�U2 BARBED WIRE FENCE DETAII.S
DT�03 GLYCOL HOLDING TAli�K DETA,�LS
DT�04 PAVEMENT SECTIONS AT GLYC�L HOLDING TANK
DT-U�
ELECTRICAL
E�d1
UNDERDRAI�iT LINES AT RW 16R134L
ELECTRICAL ABSREVIATIONS, SYMBOLS AND
GENERAL NOTE� �
E�U2 QVER.A,LL ELECTRICAL SITE PLA�1
Eo03 EIVLARG�D �LECTRICAL STTE PLAIi�
E-Q4 ENLARGED ELECTRTCAL SIT� PLAN
�
� L�
List of Drrawin�s
{continued)
Sheet No. Describtion
E-0� ENLARGED ELECTRICAL SITE PLAI�T
E�06 ENLARGED TEMPORARY LIGH'T�ivG SITE PLANS AND
DETAILS
E-0'� � EL�CTRICAL DETAILS
Eo48 ELECTRICAL DETAILS
E-09 ELECTRICAL ONE LTNE DIAGRAM AND DETAILS
E�1Q ELECTRICAL ONE LINE DIAGRAM
l
i
;.�
�
�tem
SS-1
P-151
P-152
P-155
SS-4
Section 0�568
Section 02217
Section 02220
Section 02256
Section 02263
Secti�n 02271
Section �2404
Section OSSOQ
Sectian 05520
Section 099D5
TxDOT Item 247
P-304
LIST OF TECH�iICAL SPECIFICATIONS
Title
Mobilization
Clearing and Grubbing
Excavation and Embankment
Lime - Treated Subgrade
Pavemen.t Removal
Erasion and Sediment
Control During Canstruction
Tz'enching, Backf'illing and
Pipe Embedme�t
Trench Safety
Aggregate Fill Classifications
Geotextile - Erosion. Contral
RipRap and Bedding
Material
Subdrains
Miscellaneous Metals
Handrail and Guarc�rails
Protec�ive Coati.ngs
Flexible Base
Cement-Treated Base Course
TS-1
��
TxDOT Item 340
P-501
P-b42
P-bOS
P-610
P-620
F-1G2
Is 100
L-108
L-1 I0
L-121
L-125
L-11$
D-701
D-702
Hot Mix Asphal�ic Concrete
Pavement
Portland Cement Concrete
Pavement
Bituminous Prime Coat
7oint sealing Filler
Structural Portland Cement
Concrete
Runr�vay and Taxiway
Painting
Chain-Link Fences
General Pravisians -
Electrical
Ins�llatian af Underground
Cable for Airports
Tanstallation of Airport
Undergraund Electrical Duct
Installation of Mediuzrz
Tntensity Taxiv�ay Lights -
Base zz�aunted
InstalFation of Airf'i�ld
Guidance Signs
Installation. of Runway and
Ta�ciway Retroreflective
Markers
Pipe for Starm Drains and
Cnlverts
Slotted Draizzs
'rs-2
��
�
D-751
D-754
T-9Q1
Sectifln 11202
Section 15062
Section 15064
Section i SSSD
END OF SECTION
T5-3
Manhales, Catch Basins,
Inlets and Inspection Hales
Concrete Gutters, Ditches
and Flumes
S�eding
Slide Gates
Ductile Iron Pipe and Fittizzgs
Palyvinyi Chloride {PVC)
Pipe
Undergraund Storage
Tank
�
�1
ITEM SS-Z IVIOB�LIZAT�ON
DESCRTFTION
SS-i�1.1 This item si�ali cansist of a�l pr�pazatory wark and operations, inciuding but not lirr�ited ta
those necessary for ttie movement of pexsonnel, eq�ipment, supplies and incidentais to tlle pra�ect
sit�; the establishrnent of all offces, b�iidir�gs, and ather faci�ities n.ecessary for work an the project;
and all other work and operations which must be per%raned; and a11 other costs uacurred prior ta
beginning wark an the praject site. �
The Contractor shall demobilize �within 3 Q days after substantial completiort af the wprk in the
project.
METHOD OF M�ASUREMENT
SS-1-��.1 T�i.s item will be rrieasured by the lump sum.
BAS�S OF PAYMENT
SS-1-3.1 Payment for this item shatl be rnade at the contract lump sum price bid as provid�d below.
' Partial payments far this item will be made with the first and second partial pay estimates paid on the
contract and wiil be made at the rate of 50 percent of the lump sum pr�ce bid �'or this item on each
of these partial gay estimates, less retainage as provided for in Ssction 94-Q6 af the General
Provisians of these Specificati�ns, provided the arnount bid for "Mobi�.zation" does not exceed 5.
gercent of the iota] amaunt bid for the contract. Where the amount bid far "Mobilization" exceeds
; S percent of the total amouni bid for the contract, 2'/z percent of the total amoun� bid wilI be paid an
each of the first trvo partial pay estimates, and••that portion exceeding 5 percent will be paid an the
,� �ast partial pay estimate. Ali sueh payments will b�e made less retainage as provided for in Section 90-
06 of the Generai Provisions.
Payment will �e made under:
Itern SS-1 Mobilization �-- per lump sum
t
55-1-I
f ! 1
[�Y�Cl�F1�A"�'1(?l�`� TO
�TE14'� �-1�J ���E.4i�1!�� AI�f� �RL1T#F��;+1�
Ta115 5�J�C�il.j 5�1�S:1�Ct4t10�7 Y'C30�l�kCS, �i171�7�1�1#.`Sti or �m�nds t�e techni��3 specif��a�ions afld p��t�� �rid
tak� pre�;e�le�! ��vcr t}iem i�� ttYc evenl �if any �tscrepanc�,
Pav�r�et�i v��ill f�e m�de u�1d�r;
itetn P- C 51-�,� C1e�rir�� ar�d grubUin�--��� acr�
!'-�51 �1C��-C
iTEM P-X51 CLEARING AND GRQBBING
DESCRIPT70N
�51-1.1 This ite� shall consist of clearing or clearing and
grubb�ng, including the disposa� of matsria�s, �or all areas within
the limits des�gnated on the plans or as required by the Engineer.
Clearing shall consist ot the cutting and remova� of
stumps, brush, logs, hedges, the removal of fences and
or projecting material fram the designated areas. The
s�umps and roots wi11 not be required.
al� trees,
other loose
grubbing of
�'leaxing, wh�n �o designated, sha11 consi5t of the cutting and
-rerr�oval of iso].ated single trees ox isolated groups o� trees. The
cu��ing of a.11 the tr�es of this�classi�i.cation shall be in
accordance with the requirements for the particular area being
cleared, or as shown on the plans, or as di.rec�ed by �he �ngi.neer.
The trees shall b� consi.dered isolated when they a�'e 40 feet (12 m)
or mo.re apart, with the exceptian of a smal� clurnp o�' approximately
five tree5 or l.ess.
Clearing and grubbing shall con�ist of cleaxing the surface af the
ground af the designated area5 0� al� �rees, stumps, down timber�
logs, snags, brush, undergrowth, h�dg�s, heavy grawth of grass or
weeds, fenc�s, structures� debris, and rubbish of any nature,
natural obs�ructions or sueh material which in the opinion of the
Engineer is unsui�able for the foundation of s�ri.ps, pavemen�s, or
other required s��uctures, including the grubbing of stumps, roats,
matted roats, founc�a�ions, and the di.5posal from the project of all
spoi� materials r�sulting from clearing and grubbing by burning ar
otherwa.se.
CONSTRj7C��ON METHODS
151-2.1 GENERA.L. The areas denoted on the pians to be cleared or
cleared and grubbed shall be staked an the ground by the Engineer.
The clearing and grubbing shall be done at a satisfactory dis�ance
in advance of the grad�ng operations.
All spoil materials removed by cZearing or by cZearing and gruhbing
sha11 b� dispo�ed o� by burning, when permitted by local laws, ar
by removal to approvEd disposal areas. When b�rning of material is
permitted., i� shal.l be burned under �.he constan� care of competent
watchmen, so that the surrounding vegetation and other adj�cent
property will not be jeopardized. Burning shall be done in
accordance with all applicable laws, ordinance�, and regulations.
P-�51-1
Before starting any burning operations, �he Contractor shalZ natify
the agency having jurisdiction.
A5 far as practicable, waste concrete and masonry shall be p�aced
on slopes af embankments or channe�s. When embankments are
constructed of such material, this material shall be placed in
accordance with requirements for formation of embankments, Any
broken cancre�e or masonry which cannat be used in construction,
and all other materials not considered sui�able for use elsewhere,
shall be di�posed of by the Contractor. �n no case shall any
discard�d materials be left in windrows or pi].es adjacent to or
within.the airport limits. Th� manner and location o�f disposal of
materials shall be sub�ec't to th� approval of the Engineer and
shall. �ot cxeate a� unsight].y or abj�ctionable view. When �he
Cantractor is required to l.ocate a disposal area outsida the
airpo�t property limitis at.his/hez own expense, h� shall obta�n and
file wi�h the Engineer, permission in �vriting from �he property
own�r far the use of private property far this purpose.
if thE p1an5 or the specifieata.ons require �.he sa�ing of
merchantable timber, the Contractor shall trim the limbs arzd tops
from designatied trees, saw th�m in�o suitable lengths, and make the
material available for removal by athe� agencies.
Any blasting necessary sha�l be done a�. the Contractor's
responsibility, and the utmost care shall be tiak�n no� to endange�,
life or property.
The removal of existing structure and ut�.la.ties required to permit
orderly progress of work sha].1 be accamplished by local agencies,
unless otherwise shown on the pl.ans. Whenever a te�ephone or
telegraph pole, pipeline, candu�it, sewe�, roadway, ar a�her utility
is encount�r�d and must be r�moved or �elocated �h� Contractar
shall advise th� Engineer wha wi�Z notify the proper local
autharity or owner and attempt to secure prompt acti.an.. -
1.51.-2.2 CLEARING. The Contractor shall c].ear the staked or
indicated axea of all ob�ectionable mater�als. Trees unavoidably
fa�.ling outside the speci�ied lim�ts must be cut up, removed, and
disposed of in a�atisfactory manner. In order �o mina.mize damage
tn trees that a�e to be left standing, trees shall be fell.ed toward
the center oi area bea.ng cleared. The Contractor shal� preserve
and protect from injur�r all trees no� to be remov�d. The trees,
stumps, and brush shall be cut to a height o� no� more than 12
a.nches t300 mm7 above the graund. The grubb�.ng of sturnps and ro�ts
will not be required.
P-�51-2
When isola�ed trees are designated for clearing, the t�ee5 shal� b�
classed �n accordance with the butt diameter s�ze as measured at a
point 18 inches (45 cm) above the gxound �evel or at a designated
heighti specified in the pxoposal.
Fences shall be remov�d and disposed o� whe� directed by the
Enqineer. Fence wire shall be neatly roll�d and the wire and posts
stored on the airport if they are �o be used again, or stored at a
designated �ocation if the fenc� is �o remain the property of a
local owner or of a civic au�hority.
�5Z-2.3 CLEARING AND GRUBBING. In areas designated to be cleared
�l and grubbed, aii �tumps, roots, buxied logs, b�ush, grass, and
othex unsatisfactory materials shall be removed, e�cept where
:� embankments exceeding 3-1/2 feet (105 cm) zn depth are to be made
: autside of paved areas. In cases where 5ueh depth of embankments
is.to be made, all unsatisfactory mat�rials shall be removed, but
saund trees, stumps, and brush can be cut otf within 6 inches (150
mmy abov� the ground and a�lowed to remain. Tap roots and other
projections over 1-1/2 inches (37 mm� in diameter sha�� be grubbed
� out to a dep�h of at least 18 inches (45 cm) below the finished
subgrade or slope �levatioz�.
� Any buiZdings and miscelianeous struc�ures tha� are shown on the
� plans �o be removed shall be demolished or rerrioved, and all
' materials the�efrom shall be disposed of eithe� by burning or
otherwise removed from the si�e. The remaining or existing
foundatiflns, WE��.S� cesspools, and all like structu�es shall be
� destrayed by breaking oux' or breaking down the ma�eriais of which
the foundatinns, wells, cesspools, etc., are built to a depth at
I� 1ea�t 2 feet (60 cm) below the �xisting surrounding ground. Any
= broken concrete, blocks, or other abjectionable material which
cannot be us�ed in backfill shall be removed and disposed of. The
il hol�s.ar�openings shall be backfilled with acceptable material and
� pzoperly compacted.
All holes remaining after the grubbing operati.on in ernbankment
areas shall have the sides broken down to f�attexa. out the �lopes,
and shall be filled with acceptable material, maistened and
properly compacted in layers to the density required in Item
P-152. The same construction procedur� sha11 be applied to a11
ho�.es remaining after grubbing in excavatian areas where the depth
of ho�es exceeds the depth of �he proposed excavation.
METHOT] DF M�ASUREMENT
k
` I51-3.1 The 'quantities of clearing or clearing and grubbing as
shown by the limits on the plans or as ordered by the Engineer
P-151-3
sha�� be the number of acres (squa�e meters) or fractions thereof,
of land specifically c�eared or cleared and grubbed.
When isola�ed trees ar� designated for clearing, the quantities of
tree�, as determined in accordance with rangEs of butt diame�e�
size, measured at a poin� 18 inches (�5 cmy above the grpund level
at the tree, shall be paid for according to the sChedule of sizes
as follows:
The number of trees:
From D to 2-1/2 feet (75 cm}, butt diameter
�rom 2-1/2 ta 5 teet (75 to 15D cm?, but� diameter
Far 5 f�et (lsd cm) or more, butt d�ameter
BA�IS OF pAYMENT
151-4.� Payment eha11 be made at the contract unit price per acre
(square me�er) �or clearing. This price shal� be fu.11 compensation
for furnishing a11 materials and for all labor, equipmen�, tools,
and incidenta�s necessary to eomplete the item.
151-4.2 Payment sha11 be made at th� contract unit pri.ce for
clearing isa�ated trees. This price shall be full compensation for
furnishing all materia�s and for all labor, equipment, taols, and�
incidentals necessazy ta co�nplete the i�em.
15�-4.3 Payment shall be made at the contract unit price per acre
�squa�e meter} for cleax'ing and grubbing. This p�ice shall be ful�
compensatian far furni.shing a11 materials and �or all ldb�r'�
�quipment, tools, ancl incidentals n�cessary to comple�e the i.tem.
Payment will be made under:
Item P-�51-4.1 Clearing--per acre (squ�ze m�ter)
It�:m P-151-4.2 Clearing for isolated trees:
Fram Q to 2-1/2 teet (75 cm) butt diameter, pEr tree
From 2-1/2 to 5 feet (75 to 150 cm) butt diameter, per
tree �
Foz 5 feet (150 cmj or more butt diameter, per tree
Ttem P-151-4.3 Clearing and grubbing--per acre (squar� meter)
END OF ITEM P-151
P-151-4
���2� �`��A'T1�1�� '�'�
T�'�i�I ��1�� ���AVATI�1� AND ��BA1�7{M��!`�'
Tk�� prc>�+isior�s oFIt��n P-i 5� �hali be sg�li�abi� exce�t as nYod�Fie� a�s f�llo�+s;
]�2-1.Z: .A�1 materia! exr:a�ated sl�all be c{�r�side��� tt� kie ur�cla�silled_
1�2-'l.?: ,T����i� s��paragtapt�s 1�, �hr��glx �,
�5?-�.�: �. ��l exc�v�Xson shall h� �nc�2�ssifie+�.
b. �fo ��as#�Y3g sfn�,ll �� p�:rmit#�d.
15�-�.�.e; �, �arzt��ct�ofl Rec�uirerrtients. 'r'he s�bgrade under �r�a� �o be p�v�d shall ��
c:orn�ac�ed Eo a�iep�iY o#'nat less th�iy i� inchcs (1 ��znj t�t� to � den�il� o�
nc�� l�s� tiYa,� �5 percen� �s ��iezmin�d b� �S'�`�vi T�� ��7.
b. �a���plin�. ��cl� lo! s�alE �� div'tde� into S equal s�il�lats. �n� �a�v�i#y te��
sfiall I�e rr�ade froin caci7 s�b�o[_ ��r��glir��; lacati��Ys will be ��terr�ir�e�� by
tl�c E�igineer,
c. Testi��. At e�ch �arnp�i��� l�ca�ior� t3tie Ge�d clen�ity s1YaC1 be det�r�nii�Gd in
��c�rda��c� ��i�h A�T�� b��?� �sir�g lhe Direc! Tr�r�smissiofl me�ho�.
Th� n�c:lear gua�e sha�k b� calib�a#ed in �ccorc��nce wich fl5'1"'ti+1 D�9��,
f�nz��x l�1, a�id l�e o�e�`��eci �i;� a cer�if��d tecl�nician ti� a�cordat�ce with
tl�e re�uir�m�r�ts of !�e rn�r��Fa�tt�r. lt ��al] be �tanciard�r�e� �ai�y in
accorcl�a�ce �vi�h �15TM D��?�, p�ra�;ra�xh S. Use �f A�TM D��J�2 r�su�#s
i� a w�� unit v�c��lit, and w�e�x usin� ��i� method, A�1�'f�l �}3(�� i s�all �e
�s�d to de��rrr�ir�e iiY�: nioisture cnr�le��t of't1,c rnateri�l. T3ze n�{��stur�
gu��e shall b� �tar�d�erdi�� d�ii� �n ���ordan�e vwlth A�T`!� D3C�� 7,
paragr�pl� 7.
�. �,c����ancc. A���i will be �c�n�i�er�d a�ccp#able wlien �he av�rag� density
of �he � suhlc�ts is er�ua� tc� or �r���er ti,a� th� d��sity spe�:i�'ied.
��2w�.6: D�:lece reYe�ren�� to I��T1+fi Df�98.
1��-�.1U: D�lete
F-�5? t�iad-I
MFTi��D ��' ��ASL1�E11+lEP]T
i��-3.1 The q+�antity af�x�avattor� to b� p�i� f�r s�ia11 be �h� number of cuk�ic
y$rds rne�sur�c� in its ari��naX }��srtion.
�VTeasr�rerrr�:nl sf��1] n�C inc:lud� ti�e qu�r�tity of rna#�r�a1� �xc�vat�d wit�out attiiloriz�tit,n beyand
r�ar�na� slc��� l3n�s, or tiYe qWantit� crf ma��rial used �or p�rpos�s �tii�r ihan tEtose �ireci��i.
1"��-3.� I�elcte.
� 5�-3.3 I�ele�e
�52-�.�# C:or-�tractc�r s�7at1 �erEi�rm r�El �ec�uire�i s�rv�y �nd �'tiirr�i�Y� ar�y in���rma#i�zi
aecessar� for ve�if cati�n to lhc �iygineer.
��s�� c�r �a�fn��r��r
1aZ-4.1 Pa�m�nt w�ll �e rn��de a[ tize cr��itrac� �nit �ric� p�r cubic yar�l. Tl�is pric�
s�talk bc f�tl! carnp�r��al�on for a�l m�teri:�ls. la�vr, ec�uipmer�t, ��ols an�1 inuic��ntals ne�e���'}� to
�vrnpict�; th�s ite€,n.
� 5�-�#.2
1 ��-�.3
15�-�.4
1 S�'-�.�
f ��-�.�
� 5�-�.7
�e�ete
Delcz�
Del�te
ile�ete
I�el�te
�ele��
Paym�:nt wi11 b� ma�e un�eT:
l lem P- l�?-�. I
L�nclassif�d E:�cavai�on -- per c�b�c ya�d
P-15� 1+�ad-?
fl
�
.
ZTEM P-�5Z EXCAVAT�ON AND EMSANKMENT
AESCRI�TxON
�52-1.� This iCem covers excavation, d�sposal, p�acement, and
compaction of al� materials within the �imiC� af th� work required
to canstruct �unway safety areas, runways, taxiways, aprons, and
int�rmediate as we11 as other areas far drainage, building
constructzon, parking, or other purposes in accordance with thEse
specifications and in confarmity to the dimensions and �yp�cal
sect�an shown on the plans.
Z5�-x.2 CLASS�FICATSON. A11 mat�rial e�Cavated shall _be
c�assified as detined bel�w:
a. Unclassz€ied Excavation. Unclassified excavation sha11
consist of the e�cavation a�d disposal of a11 material, r�gard3ess
of its nature, which is not otherwise c�assified and paid for under
the following items.
b. Rock Excavatioa. Rock excavation sha�1 include all salid
rock in ledges, in bedded deposits, in unstratified masses, and
conglomerate deposits which ar� sa firmly cemented they cannot be
remaved�without b�asting o� using rippers. All b,oulders containing
a volume of more than 1/2 cubic yard (0.4 cubic meter) will be
classifi�� as " rock excavation.'�
c. Muck Excavation. Muck excavation shall consist af the
remova� and disposa� of d�posits of mixtures of soils and organic
matter not suitable far foundation material. Muck shall include
materia��. which wil� decay or produc� subsidence in the
embankment. It may be made up ot de�aying stumps, roots, 1ogs,
humus, or other mat��ial not satisfactory for i�corparatio� in the
embankment. � �
d. Drainage Excavation. Drainage excavation shall consist of
a1� excavation made for the pra.mary purpose flf drainage and
includes drainag� ditches, such as i.ntercep�ing, inlet or outlet;
�emporary �evee eonstruction; or any oth�r type as showri an the
plans.
e. Barrov,r Excavatian�. Borrow excava�ian shall cnnsist af
appro�ed material. required for the construction of embankment or
for other portians af the wark in excess af the quanti�y of�usable
material available from required excavations. Borrow material
sha11 be obtained from areas within th� ].imits of the airpor�
P-152-1
property but outside �he narmal limits af necessary grading, or
�rom area� outside the aixport. �
152-1,3 Unsuitable Excavation. Any material containing vegetable
or organic matter, such as muck, peat, organic silt, or sod shall
be con�idered unsuitable for use �n embankment constructian.
Material, when app�oved by the Engineer as suitable to �upport
vegetation, may bE used on the embankment slope.
CONSTRUCTION M�THODS
152-2.1 General. Before beginning excava�ion, grading, and
embankment operations in any area, the area sha�l be completeLy
cleazed and grubbed in accordance with Item P-�51.
The suitability of material to be p�aced in embankments shall be
subject to approval by th� Enginee�. A11 unsui�able. material shall
be disposed of in waste areas shown on the plans. All waste areas
shall be graded to allow pasitive drainage of the area and a�
adjacen� areas. The surface el�vation o� waste areas shal� nat
ex�end above �he surface elevation of adjacent usable areas of the
airpor�, unless speci�ied on the pla�s or approved by the Engineex.
When the Cantractor�s excavating operations enc�unter arti�acts of
histar�cal or archaealogical s�gnificance, the ope�ations shall be
temporarily discontinued. At the direction of the Engineer, the
Contrac�or shall excava�e the site in such a manner as �o preserve
the art�tac�s encounte�ed and a11ow for their removal. 5uch
excavation will be pa�d �ar as extra work.
ThosE areas outside ot the pavernen� a�eas in which �he top layer of
sail material has become campacted, by hauli�g ar other activi�i�s
of the Contractor sha11 be scarified and "disked to a depth of 4
inches (�00 mm), in order to loasen and.pulv�rize �he �oil.
zf it is n�cessary to interrupt existing surface drainage, sew�rs
or under-draa.nage, condui��, util.i�.i.es, or similar undexground
structures the Contractor sha�l be responsible for and shall take
all necessary precautions to p�eserve them ox� pravide temporary
se�vices. When such facilities are encountered, the Contractar
shall noti.�y the Engineer, who shall arrange for their removal if
necessary. The Contzac�.or sha�.1, a� his/her awn expense,
satisfactorily repair or pay the cost of all damage �o such
facilities or structures which may result from any of the
Cantractor's operatians during the period of the cantract.
�52-2.2 EXCAVATION. No excavatio�n. sha11 be s�ar�.ed until the work
has been staked out by �h� Can�ractor and the Engineer has obtained
P-152-2
�� elevations and measurements of the ground surface. A11 suitable
excavated matexial shall be used in the formation of embankment,
� subgrade, or for other purposes shawn on the plans. All unsuitable
mat�rial shall be disposed of as showr� on the plans.
When the volume of the excavation exceeds �hat required ta
canstruct the emban�ments to the grades indicat�d, the excess shall
be used to gradE �he area� o� ultimate d�velopmen� or d�sposed of
as directed. Wh�n the volume of excava�ion �s nQt sufficient �ox
construct�ng the fill to the grades indicated, the defici�ncy shall
b� obtained from barrow areas. �
The grade shall be maintained so tha� ��e surface is wel� drained
at�al� �imes_ When neces�ary, tempQrary drain� and drainag�
ditches shall be ins�alled to intezCept ar div�rt surface wat�r
which may affect the work.
a. Selective Grading. When selective grading is indicated on
the plans, the more suitable material as designa�ed by the Engineer
shall be used in constructing the embankm�nt Qr in capping the
pavement subgrade. If, at the time of e�cavation, it is not
possib�e to place this ma�erial in i�s final location, it shall be
stockpiled in appraved arEas so �hat it can be measur�d for payment
for rehandling as spec�fied in paragraph 3.3.
b. Undercutting. Rack, shale, hardpan, loose rock, boulders,
or other ma�erial unsatis�actory for runway safety arEas,
subgrades, raads, shoulders, or any areas intended for turfing
5ha11 be excavated ta a minimum depth af 12 inches (300 mm), or to
the depth speczfied by the Engineer, below the subgrade. Muck,
peak, mat�ed roots, ar ather yielding material, unsatisfac�ory for
subgrade foundation, shall be removed to the depth specified.
Unsuitable materials shall be disposed o� at �ocations shown on the
plans. This �xcava�ed material shall be paid for at the contract
unit -price per cubic yard Sper cubic mater) for unc�assified
excavation. The �xcavated area shall b� refilled with suitable
materia�, obtained frorn the grad�ng aperations ar borrow areas and
thoroughly compacted by rolling. The necessary rEfilling will
co�s�itute a part of �he�embankmen�. where rock cuts are made and
refilled with 5elected mat�rial, any pockets created in the rock
surface sha11 be drained in accordance with the details shown on
�he pZans.
c. Dverbreak. Overbreak, including slides, is that portion
of any ma�erial di�placed or Xoasened beyond �he finished work as
planned or au�horized by the �ngine�r. The Engineer shall
determine �f the displacement of such material was unavoidable and
his/her decision shal� be final. All overbreak sha�l be graded or
P-152-3
remov�d by the Contractor and disposed of as d�rected; however,
paymen� will not be madE for the removal and disposal o£ overbreak
whzch the Engineer determines as avoidable. Unavoidab�e ovErbreak
will be clas5ified as " Unclassi�ied Excava�ion. "
d. Removal of v�ilitie5. Th� removal of �xisting structures
and utilities required �o permit the orderly progress of work will
be accomplished by someone othe� than the Con�ractor, e.g., the
utility unless otherwise shown on �he pZans. AI1 existing
foundation� shall be excavated far at least 2 feet (6 cm} be�ow the
top of subgrad� or as indicated on the plans, and the material
d�sposed of as directed. Al1 faundations �hus excavated shall be
backfil�ed with suxtable material and campacted as specified
herein.
e. Cvmpaetion Requirements. �The subgrade u�der areas to be
paved shall be compacted to the depth specified and to a density of
not less than �he speci�ied percentage of �he maximum density as
determined by ASTM D 698 or ASTM D 1557, as specified. Unless
ath�rwise specified, compaction shall be to a d�pth of not less
than 6 inches (15 �m) and to a density of no� less than 95 percent
�or cohesive soils and 100 pezcent fa� noncohes�ve soil�.
The in-place f�eld density shall be d�t�rmined in accordance with
AS�M D 1556 ox ASTM D 2167. StQnes or rock fragments larger �han
4 inches (1�4 mm) in their greates� dimension will no� be permi�ted
in top 6 inches (150 mm) of the subgrade. The �inzshed g�ading
opera�ions, canforming to the typical CX055 section, shal� be
comp�et�d and maintained a� least 1,000 feet (300 m} ahead of th�
paving aperations or as directed by the Engineer.
In cuts, all �oose or protzuding rocks on the back slope� shall be
bared loose or otherwise removed to l�ne of finished grade of
slope. A11 cut-and-fill slopes shall be uniformly dressed to the
slape, cross section, and alignment shown on the p�ans or as
d��ected by the Engineer.
Blasting will be permitt�d anly when prop�r precaution� are taken
for the safety of all persans, the work, and the propert�. All
damage done to the work or praper�y shall be repaired at the
Contractor's expense. All operations of the Con��actor in
cannec'tion with the tran�partation, storage, and use oi explosives
sha1.1 conform to all state and Iocal �regulations and e�plosive
manufacturers' instructions, with applicable appra�cred permits
reviewed by the �nginEer. Ariy approval given, how�ver, will not
rel�eve the Contractor of his/her responsibility in blasting
aperations.
P-152-4
i.. �
Where b�asting is appraved, the Contractor sha11 employ a vibratian
_ consultant, approv�d by the Engineer, ta advise on explosive charge
weights per de�ay and C.o analyze records from seismograph
recordings. The sea.smograph shal.l be capable of producing a
permanent record of the three components of the motion in te�'ms of
particle vel.ocity, and in addition shall be capable of internal
dynamic calibration. �
In eaeh dastinct bla5ting area, where pertinent factors a�fecting
blast vibratians and thei� effects in the area remain �he same, the
Contractor shall submit a blasting plan of the initial ]alas�s to
�he Engineer fa� approval. This plan must consist of hole size,
dep�h, spacing, burden, �ype of exp�osi�es, type of delay sequenc�,
maximum amount o� exp}.osive on any one delay p�riod, depth of rack,
and depth of ov'erburden i:f any. The maximum explosive chazge
weights per del.ay included in the plan sha�l no� be increased
without the approval of the enginee�ing.
The Contra��or shall keep a recozd af each b�.a�t fired--its date,
time and location; the amount of explosives used, maximum explosive
charge weight per delay periodr and, where necessary, s�ismograph
records identified by instrument number and location.
These records shall be made ava�,lable to the Engin�Er on a monthly
basis or��.n tabula�ed form a� other �imes as requir�d.
152-2.3 BORROW EXCAVATION. �orr�w area(sj wi�hin the airport
praperty are indicated on the plans. Borrow excavation shall be
mad� on�y at these designated locations and within the horizontal
and vertical limits as staked or as directed.
When borrow saurces are outside �he boundaries of the airport
property, it shall be t�.e Contractor's responsibility to locate and
obtain the supply, subject to the appraval of the Engineer. The
Contractor shal.l notify the Engineer, a� lEast 15 days prior ta
beginning �he excavation, so n�cessary measurements and tests can
be made. All unsuitable material �ha7.1 be�dispQsed of by the
Con�ractor. All borrow pits sha11 be Qpened up to expose the
vertical face of various stxata of acceptable material to enable
obtaining a uniform product. Borrow pits shail be excav'ated to
x�egu�.ar lines to permi.t accurate measurements, .and they sha11 be
drained and left in a neat, presentable condition with all slopes
dressed uniformly.
152-2,4 DR.AZNAGE EXCAVATION. Drainage �xcava�ion shall consist of
excavating �or drainage ditches such a5 interc�p�ing, inlet or
� ou�l�t, for temporary levee construction; or for any other type as
design�d or as shown on the plans. The work �hall b� performed in
P-152-5
the proper sequence with the oth�r.construction. Al1 sati5fiactory
mate�ial shall be placed in fi�ls; unsuitable material shall be
plac�d in waste areas or a� directed. Intercepting ditches sha11
be constructed prior to starting ad�acent excavation operations.
Al1 necessary work shall be per�arm�d to secure a�inish true t.o
Iina, elevation, and cross sectian.
The Cantractor sha�l maintain ditches canstructed on the project to
the required cross section and sha11 keep them free o� debr�s or
obstructions untii the project is accepted.
R-152-6
� �
15�-2.5 PREPARATiON OF EMBANl�NT AREA. Where an embankment is to
be constructed to a height of 4 feet (120 m? ar less,-axl sod and
vegetab�� matter sha1� be remaved from the surface upon which the
embankment is �o be placed, and �he c�eared surfac� sha�� be
completely broken up by plowing ar searifying to a minimum depth nf
6 inch�s (150 mm). This ar�a shall Chen be compacted as indicated
in paragraph 2.&. When the height a� fill is greater than � teet
(12D m?, sod not required to be removed shall be thoroughly disked
and recompacted to the density of the surrvunding graund before
cons�ructio� o� Em]oankment.
Where embankrnents ar� to be placed on natural slopes steeper than
3 to 1, hqrizontal benches sha11 be constructed as shown on the
plans. �
No direct payment �ha�l be made for the work per�ormed unde� this
seetion. The neces�ary clearing and grubbing and the quantity af
excavation removed will be pa�d �ar under the respective i�ems of
work.
152-2.6 FORMATION OF EMBANKMENTS. Embankments sha11 be formed in
successive horizontal layers of not more than S�nches (2fld mrn} in
�oose depth �or the full width of the cross section, un�ess
otherwise appraved to the Engineer.
The gxading operat�ons shall be conduc�ed, and the various soil
strata shall be placed, �o produce a so�l strueture a shown on �he
typical crass sectian o� as direc�ed. Ma�erials such as brush,
hedge, roots, stumps, grass and other organic ma�ter, sha�l nat be
incorporated or buried in �he embankment.
Operations on earthwork shall be suspended at any time when
sa�isfactory results cannat bE o�tained because of rain, fr�ezing,
or other unsa�isfactory conditions af the fie�d. Th� Contractor
shall drag, blade, ar slope tihe embankment to provide praper
surface drainage.
The material in the lay�r shall be within +/-2 percent af optimum
mois�ure content befqre rolling to obtain the prescribed
compaction. In order to achieve a uniform moistuxe content
throughout the Ia�er, wetting or drying of the materYal and
manipulation shall be requ�red when necessary. Should the mat�xial
be too wet to permit proper compaction or ralling, all wark on al�
af the affected portians af the embankment shall be delayed until
the materiaL has dried ta the required moisture cantent.
Sprinkling of dry material to obtain the praper moisture content
sha1� be done with ap�roved equipment that wi11 sufficiently
P-152-7
distribu�e the water. Sufficient equipment to furnish the requ�red
wate� sha�l be available at all times. Samples of all embankment
materials for �esting, both before and after place�en� and
compaction, wi11 be taken for each 10fl0 cubic yards unl�ss
atherwise specified. Based on these tests, �he Contrac�ar shall
make the necessary corrections and adjustments in methads,
materials or moi�ture content in order to achieve the correct
emba�kmen� density.
Rolling operations shall be continued until the �mbankm�nt is
compacted ta not less than 95 percent of maximum d�nsity for
noncohesive �oils, and 90 percent of maximum density fox cohesive
soils a5 determined by ASTM D 698 or ASTM D 1557, whichever is
specified. Under a11 areas to be paved, the efnbankments shall be
campac��d Co a minimum deptih o� 9 inches o� to the depth specified,
whichever is �reater, and �o a density af not less than 100 percent
of max�mum density for noncohesive soils, and 95 percent of maximum
density for cohesive soils or to the percentage of the maximum
de�sity specified, as determined by ASTM D 698 or ASTM D 1557, as
�pecified.
Qn a�� areas ou�side of the pavement areas, no compaction wi�l be
required on th� tap 4 inches (100 mm).
The in-place field density shall be determined in accordance with
ASTM b I556 or ASTM D 2167.
Compact�on areas shall be kept s�parate, and no layer shall be
cavered by another until th� proper densi�y is obtain�d.
During constructio� of the embankment, the Contractor shall route
h�s/her equipment at all times, both when loaded and when empty,
over the �aye�s as they are placed and sha11 distribute the travel
evenly over the entire width o� the embankment. The equipment
shall be operated in such a manner tha� hardpan, certented gravel,
clay, or other chu�ky soil mate�ial wi11 b� brok�n up into small
par�icles and b�com� incorpora�ed wi�h the o�h�r material in the
layer.
Tn the construc�ion of embankments, 1ay�r plac�m�n� shall begin in
the deepest portion of th� fil�; as plac�ment progres�es, laye�s
sha11 b� constructed approximat�ly parallel to the �inished
pavem�nt grade l��e.
When rock and other embankment material are excava�ed at
approximately the same, time, the rock sha11 be inco�porated into
the auter portion of the embankment and the oth�r material shall be
inco�porated under the future paved ar�as. S�an�s or frag�tentary
P-152-8
�
rock larger than 4 inch�s (10D mm) in their greatest dimensions
will nat be allowed in the top 6 inches �15� mm) ot the �ubgrade.
Rockfili shall be brought up in 1.ayers as specified or as directed
and every effort sha11 be exerted to f�11 the voids with the finer
material foxming a dense, compact mass. Rock or bouldex's shall not
be disposed af outside �he excavation or embankment areas, except
at places and in the manner designa�ed by tkae Engineer.
When �he excavated material consists predaminant�y of rock
�ragments of such 5ize that the material cannot be plac�d in layers
of the prescribed thickness with�ut crushing, pulverizing or
further br�aking down the pieces, such material may be placed in
�he em]aar�kment as directed in layers not exceeding 2 feet (60 cmj
in thickness. Each layer sha11. be leveled and smoothed with
suitable leveling equipment and by�distribu�ion of spalls and finer
fragments of rock. These �ype lifts shall no� be constructed above
an elevation 4 feet (120 cmy below the fa.nished subgrade. Densi�y
requiremen`�s wi11 not apply to portions of embankm�nts constructed
of materials which cannot be tested in ac�ordance wi�h speci.fied.
methods.
Frozen material shall not be placed in the embankment nor shall
embankment be placed upon �rozen material.
There will be no separate measuremen� o� paymen� for compacted
embankment, and all costs incidental to pl.acing in layers,
campacting, diski.ng, watering, mixing, sloping, and o�he� necessaxy
operatian.s for con.structian of embankments wi13� be included in the
contract price fox excavation, bo��ow, or o�her items.
152-2.7 F�NISHING AND PROTECTi�N OF SUBGRA�E. A�ter the suhgrade
has be�n subs�.anta.ally campleted the fu11 wid�h shall be
Conditioned by removing any sof� or other unstable material which
wi11 nc�t compact propezly. The resulting areas and all other low
areas, holes a� depressions shall be brought �o grade with suitable
select material. Scari.fying, bladirzg, rol.ling and other me�hods
shall be pe�rformed to provide a thoroughly compacted subgrade
shaped to the �ines and grades shown an the plans.
Grading of the subgrade shall be performed so tha� it wi11 drain
readily. The Contractor sha11 tak� all precautions nec�ssary to
protect the subgrade from damage. He/she shall limit haul�ing over
the finished subgrade to that which is e5sential for construction
purposes.
A11 ruts or rough p�aces that a��Eia� �n a completed subgrade shall
be smoothed and.recompacted.
P-152-9
Na subbase, or surface course sha11 bE placed on the �ubgrade until
the subgrade has been approved by the Engzneer.
1�2-2.8 H�UL. A�� hauling will be considered a necessary and
incidental part of the work. T�s cost shall be conszdered by the
Contractar and included in the contrac� unit price for �he pay of
items o� work involved. No paynnent will be made separately or
directly for hauling on any part of the work.
152-2.9 TOLERANCES. In those areas upon which a subbase or base
course is to be placed; the top of the subgrade sha�� be of such
smaothness�tha�, when tested with a i6-�oot (4.B m} straightedge
applied parallel and at right angles to the centerline, it shall
not 5how any devia�ion in excess of 1/2-inch (12 m�}', or shall not
be more than D.45-�oot (.015 m) from true grade as estab�ished by
grade hubs or pins. Any deviation in excess of thes� amaunts shal�
bE carrect�d by loosening, addi�g, or removing materials;
reshaping; and recompac�ing by sprinkling and rolling.
On runway sa�ety areas, intermediate and other designated areas,
the surface sha11 be of such smoothza.ess that it will not vary more
than ❑.10 foo� (O.a3 m} from true grade as es�ablished by grade
hubs. Any deviation in exeess of this amount 5ha11 be corrected by
loosening, adding or removing materials, and reshapi�g.
�52-2.�D TOPSOIL. When topsazl is specified or required as shawn
on the plans or �nd�r �tem T-905, it shall be salvaged from
stripping or other grading operations. Th� �opsail shall meet the
requirements of Item T-905. Tf, at the �im� of excavation or
stripping, the tapso�l cannot be placed in its proper and final
�ection of finished canstruction, the matexial �ha�l be stackpiled
at approved �ocat�ons. Un�ess othe�wzse specified, stockpiles
shall not be p�aced within 2�q feet of runway pavement or 100 feet
of taxiway pavement and shall not be placed on areas which
�ubsequen�ly wi11 require any excavation or embankmen�. If, in the
judgment of �he Engineer, it is practical �o place the salvaged
topsoil at the tim� of excavation or stripping, the ma�erial shall
be pZaced in its final position wi�hout stockpiling o� furthe�
rehandling.
Upon completion of grading operations, stockpiled tapso�l sha11 be
handled and placed as directEd, or as required in Item T-945.
No direct pay�nent will be made for topsoil as such u�der It�m
P-152. The quantity removed and placed directly or �tockpiled
shall be paid fior a� the contract unit price pe� cub�c ya�d (cub�c
meter) for " Unclassified �xcavation.�'
P-152-10
When stockpiling o� topsoil and later rehandling of such material
- is directed by the Engineer, the materzal so rehandled shall be
paid for at the con�ract unit price per cubic yard {cubic m�ter)
for "Tnpsoi�ing, " as provided in Item T-905.
METHOD OF MPASUREMENT
7.52-3.1 The quanti�y of excav'ation to be paid fox' shall be the
�� number of cubic yards (cubic meters} m�asured in its original
� posi.tion.
� Measurement sha11 not �.nclude the quantity af material.s excavated
� wa.thout authoriza�ian beyond normal slope lines, or the quanCity of
material used for purposes o�her than those di�ected.
� 152-3.2 Sorxow ma�eria� shall be paid for oxz thE basi.s of the
num}�er of cubic yards �cubic me�ers) measured.. in its original
.� position aC �he borrow pit. �
'152-3.3 Stockpiled material sha11 be paid for on the basis of the
` number of cubic yards (cubic meters) measu�ed i.n the stockpiled
. posit.ion as soon as the material has be�n stockpiled.
I f
�
152-3.�4 �'or payment speci�ied by the cubic yard {cubic meter)�
measuremen� for all Excavation shall be computed by the average end
area m�thod. The end area is that bound by the original ground
line es�ablished by field cross sections and the final theoretical
pay line established by excavation cross sections shown on �he
plans, subject to verificatian by the Engineer. A�ter completion
of a11 excavation operations and p�ior to the placing of base ar
subbase material, the fina]. excavation sha�.l be verified by the
Engineer by means of �ie1d cross 5ections taken randomly at
intervals nat exceeding 500 �inear fEEt�(150 meters7.
Final field cross sections shall be employed if �he �ollowing
changes have beEn made:
a. P�an width of embankments or excavations are changed by
more than plus or minus 1.0 foot (0.3 meter}; or
.. b. Flan el�va�ions of embankments or excavations are changed
by more than plus or minus 0.5 foot (0.1.5 mete�') .
P-152-11
BASIS OF �AYMENT
152-4.I For " Unclassified excavation " payment shall be made at
the contrac� unit price per cubic yard (cubi� meter). This price
shall be full compensation for furnishing a11 mat�rials, labor,
equipmE��, tools, and incidenta�s necessary to complete the item.
152-4.2 For " Rock Excavation " payment shall be made at the
con�ract unit price per cubic yard (cubic meter). This price sha11
be full compensation �or �urnishing a1� materials, �abor,
equipment, tools, and incid�ntals necessary to complete the item,
152-4.3 For '�Muck Excavation " payment shall be made at �he
contract uni� p�ice per cubzc yard {cubic meter). This price sha�l
be fu11 compensation for furnish.ing al� mate�ials, Zabor,
equipment, tools, and inciden�als necessazy to cample�e the i�em.
152-4.4 For " Dzainage E�cavation " paym�nt shall be made at the
contract unit price per cubic yard (cubic meter). This price shall
be �ull compensation for furnish�ng a�1 mat�rials, labor,
equipmen�, tools, and incidentals �ecessary to complete �he item.
152-�,5 Far "Borrow Excavation " paymen� sha11 be made a� �he
contract unit price per cubic yard (cubic meter). Thi� price shall
be full compensation �or _£urnishing al� ma�erials, �abor,
�quipment, �ools, and incid�ntals necessary to comple�e �he i�em.
I52-4.6 For "Stockpiled Material " paymen� shall be made at the
con�rac� uni� price_per cubic yard (cubic meter). This price shall
be full campensat�on fo� furnishing a11 materials, labor,
equipmen�, tools, and incidentals necessary to cnmp�ete the item.
152-4.7 For "Embankment in Place" payment sha1l be made at the
cantract unit price per cubic ya�d �cubic meter}. This price shall
be �ull compensation for furnishing all materials, �abar,
equipment, tools, and incidentals necessary to complete the item.
Payment wi�l be made und�r:
Item P-152-4.1
Item �-�52-4.2
Item P-252-�.3
unclassified Excavat�an--per eubic yard
(cubic meter?
Rock E�cavation--per cubic yard (cubic
meter)
Muck E�cavatian--per cubic yard {cubic
meter)
P�152-12
�
� i
ztem F-�52-4.�
Item P-152-4.5
Item P--152-4.6
S�etn P-152-4.7
ASTM D 698
ASTM D 1556
ASTM D� 1557
��STM D 2167
Drainage Excavation--per cubic yard
(cubic meter}
Borrow Excavation--per cubic yard (cubic
meter) .
S�.ockpiled materia7.--per cubic yard
(cubic meter)
Embankment in Place--per cubic yard
(cubic meter}
TESTING REQUIREMENTS
Te�ts for Moi�ture-Density Relations of 5oils
and �oil-Aggregate Mixtures, LT�ing 5.5-pound
(2.5 kg) Rammer arad 12-inch (300 mm) Drop
Test �or Densi�y of Soil In-Place by �he Sand
Cone Methad '
Tests for Moisture-Den.sity Relat�ons of Soi1s
and SoiJ.-Aggregate Mixtures, Using 10-pound
( 4. 5 kg ) Rammer ,and 18 -- in�h ( 4 5 cm} Drop
Test for Densi�y o� Soil Tn-Place by the
Rubber Balloan Method.
END OF TTEM P-1.52
P-152-13
f�
M{)lliFI��TI[�lY� T�
I7'1+:1VI I'-15� LIl4�.-TI�LA'i'�D �U]3�I�AD�
TI7e �xi�o�+i�c�ns of� l�eru F-1 �5 shall be �p�li��l�5� e�ce�l �s r�,c��lif��cl �relow:
y����.�: CcxmnYer�jal lime slur�•}� sh�il cs�r�,�nt�m xv khe rt�cjuir��il�nts �or �r�d� 2�.
1��-�5.�: i�ry �����rr�ent �r��i] �r�� f�e ��e�nvtted, Lin�e s3ia�l he �l��:ed L�Y slure}+ rr�e���c�d,
�]clet� ��h�aaragraph �.
���-fi.4: r�. '1"1ze fielc� c��n�ity �rf Ch� c�rnY�����c� �tux��trc� Slitill 13� �L �t'.�5� �S �?�1-C211i csf [hc�
maximum cien�i�y cxf l�l���r$tory sp�cin7e��s }�eepared frc�m �attii���s tak��n f��>r�� th�
rr��ieri�3 ftt plt�ee
b. '�f'lze r�toz�l�i r� c:c�nteT�� o�' ���e� s7uxlufc �� �.l��. sE fart �x�� cnrr���clii�r� �h�� I rrt�� I�� l��inw
1�,e�-c�nta�;� �oiiYt a�ove tt�c o}�timam ��.nis[ur� cc�ntent nor niore lk�a� ��trcenta�e
pc�iG��s al�uv� thc c�pEia�k�rr� mc�jslure cc,nren�.
�5�-fi.C�: �han�e the Fir�t s�y.nl�r�c� ��f il�i� �a�agra}��� �a re�d as �'c�llc�v+r�;
Tl�� tliick«e�� of lhe li�r�e-lr��lc�i sul�gra�c s��l] be sie��er�iisi�:d b}� d���h ��s�s
o� core�� �{tk�� al in��rv�i� xc� �iY�t ca�k� ��s� �l�Kw�l r��fe�cn� ��o rt�oi�e [���r� 500
�q��rc ya�•rls (�2� squar� r�ieters).
���-7.� L,i�r�� �uil] t�o� �e ��a�d �e�a���e�y_ The cc�st of lE�nc s�s:�11 be in�lu����d in ti�e pay �t�m
�o�• �ime ��e<��eci ���h�r�cie�, �a�id �.� iridica�ed �t� �e.�Ri�sn ] �5-�. l.1.
1S'S-!i.! Yayme�l fn� lirr�e ���e����� s�bgradc sFr:ilE �3� f11�i�� hi Lh� �`t.��Li'�C.� �lf11[ �Tli�w p��r wc���a�-c
yaR'cl f�r tllc lir�e-tre:�ted �u�rg;-��i� e��' [he t1�i�:kriess spcci�'icd, 7'his price sl�nl l be fu�!
ct�r���n�a�ion �`or Furni�l�i�� �!] r��,�eria�; i�iriudityg l�me a��aiied at []re s�ecif�ed
r�t��e per s�u�re ��ard. �i��-I�l+Jin� �EI �rc��t•�iion, dclive3•�. �l;�cin�, niixii7� and
ir�c:t�r�aor�xlia[r o� Rhi� rr�ai�ri�l; �nd I�r aJt �abnr, eqLtipme�rt. ic�cx�s, and i�cid�n�a��
n�ccs�ai-►� tn c�s�r�lcic l�tis itcm.
���-$.� I��LFTI+.
x x/ 2/ 9 o AC 15015370- � QA
I��� �-1�� L1iV���TRl�AiFD SU�����
����RI�iIOi�
���o'i.1 This item shall cansist ofi constructing one or mare coursEs of a mixture of soil,
1ime, an� water in accordance witt� this specifcation, and in conformity with the� lines,
grades, thick�esses, and �ypicaf cross sections showr� on the plar�s.
r �����CQ��
155n�.1 HY��TED LIIVYFc. Hydrated lime shall conform to the requiremen�s of ASTM C
977.
� 155n�.� COfV1M��CIAL LIM� S�U��Y. Commercial lime siurry shall be a pumpable
_ suspension ofi solids in waier. The water or liquid portion of the skurry shall not contai�
' dissolved material in sufficier�t qu�ntity naturalEy injurious or objectionable for tY�e purpose
� I inter�ded. The soiids }aor#ion of the mixture, when considered on the basis ofi "'solids
content," shall consist principally of h�drated lime of a quality and fineness sufficient to
�� meet the follawing requiremen#s as ta chemical composition and r�sid�e.
a. Ch�mical �omposition. Tf�e "sofids content" of t�e lime slurry shall cansist af
a rninimum of 70%, by weight, of cakcium and magnesium oxides.
b. Residue. The �ercent by weight of residue retained in the "solids cont�nt" of
lime slurry sY�a1i conform to the following requirements:
Residue retain�d on a No. 6�33fi0 micran) sieve -�-�-- Max. 0.0%
Residue retair�ed on a No. 10 (2DD0 micronj si�ve ----- Max. 1.0%
Residue retained on a No. �0 (590 micran) sieve ---�-- Max. 2.5%
c. �rade. Commercial lime sl�rry shall conform to one of the following tvuo�grad�s:
Grade 1. The "dry salids eontent" shall be at least 31 %
kry weight, ofi the slurry.
Grade 2. The "dry soiids content" shall bE at lea�t 35%,
:_ by weight, of the slurry.
� I 'I�5��,3 WA���, Water used fvr mixEng or curing shaq be reasonably clean and free of
� oil, salt, acid, afkali, sUgar, vegetab{e, ar ather substances injurious tv the firiished product.
Water sY�all be tested in accardance with and shaEl meet the suggested requirements of
� � AASHT4 T 26. Water known to be of potable quality may �e used without test.
����2,4 Sbl�. The soil for this warlc shall consist of materials on the site or sel�cte�
, materials from ather sources and shall be unifarm in �uali#y and gradation, and shall be
approved by the Engin�er. The soil shafl �e firee of roo�s, sod, weEds, and stones larger
ihan 2-�I2 inches (60 mm).
COiI��OSl�I8R3
�5�-3.1 LEIlII�, Lime shall be applied at the rate specified on the �lans for the depth of
subgrad� treafinent shown.
155a3.2 TOLEf��lCES. At fnal campactian, th� lim� and water content for each course
of subgrade treatment s�all canform to t�e following tolerances:
Material Tolerance
Lime + 0.5%
Wat�r + 2%, -0%
4,V�AiW�� �If�l�'AiI�N�
155�4.1 4�11��4iHER LIi�ITAiIORl. Tha lime-treaied subgra�e shall not be mixed while the
atmosph�ric fem�erature is �elow 40 F(4 C) ar when conditions indicate that temperatures
may fall below 4� F(4 C} .within 24 haurs, when it is foggy ar rainy, or when soif or
subgra�e is frozen, �
�{�Ll[�iW�N�
155�5.1 I�QUIPi�EfdT. The equipment required shall in�fude al� equi�ment necessary to
camplete this item such as: grading and scaritying equipmenf, a spreader for the lirne or
lime slurry, mixing or pulverizing equipment, sh�epsfoot and pneumatic or vibrating rolfers,
sprinkling �quipment, and trucks.
�ON�Y�U���OR� ��ib���
� 55�6.1 G�P��RAoL, It is the primary requirement of this specifcation to secure a
campieted su�grad� cantaining a unifiorm lime mixture, free from loose ar segregated
areas, af uni#orm density and moisture content, well baund for its full depth, and with a
smoath surface suitable for pfacing subsequent courses. It shal! be the respansibility of the
_ Contractor to regulate the sequence flf hislher work, to use tF�e proper amount of lime,
maintain the work, and rework the courses as necessary to me�t th� abor�e requireme�ts.
Prior to beginning any lime treatment the st�bgrade shal! be constructed and brought to
grade as sp�cified in Item P-� 52 "Excavation and Embankment" and shall be shaped to
canform ta fihe typical sections, lines, and grad�s as shawn an the plans. The material to
b� tr�ated shall then be excavated to the secondary grade (proposed bottom of lime
treatment) and removed or windrowed to expose the secondary grade. Any wet or
unstable materials below �the secondary grade shall be corrected, as direcfed by the
Engineer, by scarifying, addir�g lime, and compacting until it is of uniform stab�iity. The
excaysted materiak shall then be spread to the desired cross sec�ion.
kf the Contractor elects to us� a cutting and pulverizing machine that will remove the
subgrade materia! accuratefy to the secondary grade and pulverize the material at the
same time, he will not be �equired to expose #he secondary grade nor windrow the
materiaf. However, fhe Contractor shal! be required to rofl the subgrade, as directed �y the
Engineer, and correct any soft areas that this roEling may reveal befiore using #he
pulverizing machine. T�is method will be permit�ed only where a machine is pravided
which will ensure #hat the mafErial is cut uniformly to fihe proper depth and wh9ch has
cutters that wilf pfane the secondary grade to a smoath surface over the entire width of the
cut. The machine must give visible indicatian at all times that it is cutting to the proper
depth.
7��-6.2 �PPLiGATIOfV. Lime shal! be spread only on that area where the frst mixing
operations can be completed during the same working day. The application and mixing of
lime wit1� fhe sail shall be accomplished �y the, methods I�ereinafter described as "Dry
Plaeir�g° or "'Slurry Placing." When hydrated lime is spec�fied, the Contractor may use
eiiher method.
a. Dry �lacing. The fime shall be spread uniformly over the top af the subgrade by
an ap�rov�d screw-type spreader box or ot�er approved spreading equipment. Th�
amount of lime spread shall be the amount �'equired for mixing to the specifed de�th which
will result in the percentage determined in the �ob mix f�rmula.
The lime shall be distributed in such man�ter that scattering �y wind wi�l be minimal. L�me
shall not be appiied when wind conditions, in the opinion of tl�e Engineer, are detrimen#al ta
a proper appiicaiion. A motor� grader shall not be use� to spread the lime. The materia!
shall be sprinkled, as directed by the Engineer, until the proper moistur� content has been
reached.
b. Slurry �lacing. The lime shal! be mixed with water �n trucks with approved
�istributors and applied as a thin water suspension or siurry. Cammercia! lime slurry shall
be applied with a lime percentage not less than that applieable for the gra�e used. The
distribution of fime shall be a�tained by successive pass�s over a measured section af
subgrade until #he proper amount of fime has been sprea�. ihe amount of lime s�read
shall be the amount required for mixir�g to the specified d�pfh which wil! result in th�
percen#age determined in the job mix formula. The distributor truck shal� continuaHy agitate
the sEurry fo keep the mix#ure uniform. -
155dfi.3 �IXING. The mixing procedure shall be the same for "Dry Placin�" or "Slurry
Placing" as hereinafter described: �
a. �irsf iUYixing. The full d�pth of the treated subgrade shall be mixed with. an
approved mixing macfi�ine. Lime �i�ail not be {eft exposed for mare than 6 hours. The
mixing mach�ne shal! make twa coverages. Water shafl be added to the subgrade during
mixing to provide a moisfure cantent above the optimum moisiure of the mat�rial and to
ensure chemical action of �he lime and subgrade. After mixing, the subgrade shall be
lightly rolled to seal the surfac� and help prevent evaparation of maisture. The water
content af the subgrade mixture shalf be maintained a# a maisture content abave the
aptimum moisture con#ent for a minimum of 48 hours or until the ma�erial becames friable.
During the curing period, the materiai shall be sprinkled as directed. During the interval of
time between applicafian and mixing, lime fhat has been exposed to the apen air for 6
haurs or more, ar to ex�essive loss �ue to washing or blowing will not be aecepted for
payment.
b. Final iVYixir�g. After the requir�d curing time, the material shall be uniformly
mixed by approved mefhods. If the mixture contains cfods, ihey shall be reduced in size by
blading, discing, harrowir�g, scarifyfng, or ih� use of other appraved pulverization metf�ods
so that the remai�der of the clods shall meet the follow�ng requirements wh�n tested dry by
taboratory sieves:
Percent
Minimum o� clods passing 1-1121 inch sieve 100
Minimum of ckods passing No, 4 sieve 60
'i���fi.4 COMPAGiION. Compaction of the mixture sha{1 begin immediately after final
mixing. The material �hall be aerated or sprinkled as necessary to provide optim�am
maisture. The field densi�y of ti�e campacted mixture shail be at least 93 perc�nt of tha
maxim�m density of laboratory specimens prepared from samples taken fram the materia!
in place. The specimens shalt be compact�d and tested in accardance with ASTM D 698,
The in-place field d�nsity shall be determined in accordance with ASTM D 1556 or ASTM
D 2167. Any mixture that has not been campacted shall nat be keft undis�urbed for more
than 30 minutes. The moisture content of ihe mixture at the start of compaction shall no#
be below nor more than 2 percentage points above the optimum moisture content. The
optimum moisture conte�t sha11 be determined in accordance with ASTM D 698 and shall
be less than tha# amount which will cause the mix#ure to become unstable during
compac#ion and finishing.
Tl�E material shall be sprinkled and rnlied as directed �y t�e Engineer. AI! ir�egularities,
depressions, or weak spots which develop shall be corrected imme�iately by scarifying the
ar�as affected, adding or rernoving material as required, and reshaping and recampacting
by sprir�kling and rolling. The surface of the cou�se st�alf be mainta9nad in a smaoth
condition, free frflm und�lations and ruts, until other work is placed thereon or �he work is
accepted.
In addition to the requirements specified for densi#y, the full depth of t�e material shown on
the plans shall be cnmpac�ed to #he exfenf necessary to remain �rm and stable under
cor�struction e�uipment. After each section is completed, tests will be made by the
Engineer. If the materia! fa91s to meet the density requirements, it sha11 be reworked ta
me�t these requirements. Throughaut this entire operation, the sha�e of the cours� shall
be maintained by blading, and the surface upan completion shall be smooth and shall
canform with the i�ypicai section shown on the plans and to the esfablished lines and
grades. 5hould the maferiaf, due to any reason or cause, lose t�e reguired stability,
�ensity, and finish before the next course is placed or the work is accepted, it shall be
recompacted and refinished at the sole expense of #he Contractor.
1�5�6.� Fif�lS�ilP1G ARlD CURIIV�. Aftee the fina! layer or course of lirne-treat�d
subgrade has been campacted, it sh�all be brought to the required lines and grades in
accordance with the typical sections. ThE completed section shalE then be fnished by
rolVing, as directed, with a pne�matic or other suitable raller sufficientfy light to prevent hair
c�acking. The finished surface shall not vary more than 318 inch (9 mm) when tested with a
16-foot {4.8 me�er) s#raighfed�e applied parallel with and at right angies to the pavement
cen#erline. Any variations in excess of this tolerance shall be corrected by ihe Contractor,
at hislher own expense, in a manner satisfactory to the Engineer.
The completed sec#ion shaR be moist-cure� for a minimum o# 7 days before further courses
are added or any traffic is permitted, - unless atherwise directed by the Engineer.
Subsequent courses shall be applied within 14 days after the lime-treated subgrade is
cured.
1��-fi.6 ib1CKP��SS. The thickness o� fhe lime-treafed sub�rade shall be �determ�nEd by
dep#h t�sts or cores faken at intervaVs so that each test shall re�resent no more than 304
square yards (250 square meters). When the base deficiency is more t1�an 112 inch (12
mm), the Contractor shall correct such areas ir� a manner satisfactory to the Engineer. The
Contractor shall replace, at hislher expense, the base material where barings are taken.for
test purposes.
15��6.� IV�AINY�AIAhlC�. The Contractor shall maintain, at hislher own expense, the
entire fime-treated subg�ade in good condition from the start of work untii all #he work has
been complete�, cured, ar�d accepted by the Engineer.
�f1�THp� 8� i�ER�UR�M�fdi
15�0�.1 The yardage ofi I�me-ireafed subgrade to be paid fior shal! be tfi�e number of square
yards (s�uare meters} compleied and accepted.
15���.2 The amoun# of lime to be paid far shall be the number of pounds (kg) o'f hydrated
lime {or the calculat�d dry-lime content o# the lime slurry) used as authorized.
�ASIS OF �AYfl�I�Rli
1��-�.1 Payment sha{I be made at the canfract unit price per square yard (square meter)
for the lime-treated s�bgrade of the thickness specifi�d. The price shall be full
compensation for furnishing all material, except #he lime, and for all preparation, delivering,
placir�g and mixing these materials, and al1 labor, equipment, toois and inciden�als
necessary to complete this item.
1�5�8.� Payment shall be made at the contract unit price per pound (kg) of iime, This
price shall be fufl compensation for furnishing this ma�erial; for all delivery, placing and
incor�oration of this material; and for all labor, equipment, tools, and incidentals necessary
to complete tF�is item.
Payment will be made under;
Item P-155-8.9 Lime-treated subgrade--per square yard (square meter}
ltem P-155-8.2 Lime--per }�ound (kg)
i
��
� �r�sr��� R��ui������r�
�� ASTM D�98 Moisture-Density Relatians of Sails and Soil-Aggregate
Mi�cfures Using 5.5 Ib (2.49 kg} Rammer and 12-in. {305 mm}
Drop
ASTM D 1556 Density of Soil in Pface �y the Sand-Cone Method
ASTM D 2167 Density and Unit Weight of Sail in Pface by the
AA5HT0 T 26 Quafity of Water to be Used in Concrete
M�TERIAL R�QU[RE�flE[�iS
; ASTM C 977 Quicklime and Hydrated �.ime for Soil Stabilizafion
' �N� 8� [��� �01 ��
-------------------------------�------___W_W-___----------------------------
I�
I�
��
�S�4
PAVEMENT REMOVAL
DESCRIPTION
SS-4-1.1 This item shall consist of the removal af pavement in the area and ta the �ines
shown on the plans.
CONSTRUCTION METHODS
�S-4-x.� The Contractor may use any method available for the removal of the pavement;
� pravided, however, that the mefihods and equipment does not cause damage ko the paveinent not
�� designated for removal. The Contractor shall be resporisible for the satisfactory repair or
replacement of any pavemeni outside the designated removal area which may be damaged during
� the rernoval operatior�s. Cost of repair or rep�acement of damaged pavernen# sha11 he the sole
� responsitaiiity of tbe Cantractor. Concrete �ar repair and replacement of damaged concrete
, pavement shall have a compressive strength of not less than 6,OOQ psi at 28 days.
SS-�4-�.�� The Cantractar shall be responsible for the nff site disposal of aI! concrete and
other pa�ing materials removed, unless ot�.ezwise di�ected. All costs of transparting and
dispasal shall be the sole responsibility of the Contractor.
SS-�0�.3 The Cantractor shall at all times keep debris resulting from the pavement removal
removed from pa�ed surfaces adjacent to the work area.
METHOD OF MEASUREMENT
SS-4-3.1 TI�e area of pa�ement removal shall be measured by the square yard.
BASYS OF PAYMENT
SS-4�4.1 �ayment will be made at the con�ract unit price per square yard for pavemen�
removal. This price shall be full campensation for all labar, materials, equipment and
incidentals necessary ta complete the item.
Payment wiIl be made under:
SS-4-4.1 Pavement Rsmoval -- per square yard
i�
I'�l
N��D1T'1�ATI�?�� "X`D
���TIDI� Q1��i� �FtOSiCl�2 �'�D �EC�i14���1T �(11V�1'Y��L T1UI�IVC� �C��,�T3��C:T1{)N
'3'he p�avisio�s s�i` So��ior� Q�SG$ sha1C be��p�Ei�ti�3e �xGcpt 2�s n�o�r�e� a� followx;
Add the �o1lo�vir�g:
1.Q1 �dd thc foll�rwing to �1�is �ctian;
jt is llYe �on�rss�lor's rc'wpons�bilit�+ [o secu�e �ny ����r4i, 5iate crr L.oc�] p�ernu�s
th�E n�;�y b�� rc�lvi�'ed and �o f�le sny �equi�cJ n{,li�:cs �rr h]r,�G�e t�f le�ter�l �w�E1� lhc
���ropra,r[� F�rlerai, St�[e or L.ac.3k �a���E3tc�r� :M��nc:i�:s. �t �hs�11 be the
(;olnt�-��tr,r°s rfisponsi�ili�y to �arK�.�a�-e :�r� a�ce�tal�le �t�rnz V4'�ater Poltu#ion
�'reventran i'I�}n (Si�i�3�') a��d sui�n�it suci3 pl�y�r tu lhc K�gprupxir�te reg��l;xtory
au#�or�l�es.
�I.� 3�I�'I'ELCIi] �J�' 2�11+sA�CTKF.l4tEi�l'C
��orm W:�t�f P�il���o� I'r�venti�r� �'t:�n s#�Erll b� ri�e�sure:d �s i�tn� surr�.
h. 5i�t fe�tiee shal] be m�te����d i�y �17� lii��ar i`oal,
�I�� �ra3c siit b7rrier s�tall be me�s�recl by tite 1i ne�� �`aot_
d. Rocic befr� s�j� b��r�er �h:�ll be �easnr�d by �l�e l�n�ar fu�a�,
S.Q �iA�YS [��' �'A'Y,�1ElY7'
1�a��rrr�n� for SW3P shall b4 m�itS�e �it CUnlfu�i ul�tt �rlc� �f �ump s��n.
P�y�t�eck� fs�t sil[ tenc� ��al! be m�de :�t �he can�r�t� t�niC pn�� per Ci��c;tr fon�_
I'avm�ri� for huy b�lc si�� b�rrEer sh��C� 1>e i��ad� at th� contract un�t prit�c: per �ir��ar f`o�4,
Payrnen� For r€�ck berm s�l� bflrr�c:r shal! be m�xde ��� the �:or�lruc:[ u���! ��rice pe� ]in�:�r F�ok_
'1'!�c p�c� s��,ll be Full co��rpe�nsa�ion for fue�isl�3ng a�� nx�re�rals, �nd f�r �tll prc�r;�ra�i4�i�, er�c[idn
nnd i��s[allation ot t���e r�a��ri�1s, �nd far ail labar, equi�m����, t�ot� and rnc�oun�a�s nacessa�y [o
Ci]IS3����� tfY� llC,l1�.
015C�� 1v�OD-1
09�fi� �ROSIC7N AAlb SFD119��Ni COAli�DL DURIRlG CQNS�F�UCi1l�N
�.DD GEN�RA�
1.01 WORK INCLLlDED
Fur�ish labor, materials, equipment and incidentals necessary t4 provide erosion and sediment
co�trof for the durafion of the canstruction period incfuding fumist�ing, instalfing and maintair�ing
erosian and sediment contrfll structures and procedures a�d the proper removal when no longe�
required.
ihe intent of this specification is tn provide guidelines for the Contractar to adhere to all S#ate,
Fedefa(, and Local environme�tal regulations. It is afso the intent to provide preventive measures
to keep sediment from entering any siorm water system, inci�ding npen c�annels. It is fhe
Contractor's respflnsibility to adhere ta a19 State, Federal and Local requirements. While the
Resident Representa#ive may reqt�ire khe C�ntractor to install erosion cantroi de�ices during
cortstruction, this wilf in na way relieve the Contractor of his responsibilaty.
1.02 QUAI�ETY ASSURANCE
A. Comply with applicable requirements of afl governing authorities having jurisdic#ion. The
Specificatians and the Plans are not represented as being compreh�nsive, but r�ther ta
convey the int�nt to provide eom�lete slvpe protection and erasion canirol for both the
Owner's and adjacent property.
B. Erosior� controE measur�s shafl be established at the beginning af construction and
maintained d�ring th�. e�tire length of construc#ion. On-site areas which are subject to severe
erosion and off-site areas which are especialfy vulnerable #o damage from erosion andlor
sedimenkation are to be identifed and receive additianal erasian corltral measures as directed
by the Owner, the Engineer, ar the Resicfent Representative.
C. All land-disiurbing acfivities sha11 be planned and conducted to minimize the size of ihe area
to b� exposed at any one time and_to minimize the time of ex�osure.
D. Surface water runaff originating upgrad� of exposed area shall be controlled to reduce
erosion and sediment loss d�ring t�e periad af exposure.
E. When the increase in the peak rates and velocity of storm ►ivafer runoff r�sulting from a iand-
disturbing activity is sufficient to cause accelerated erosion of the receiving ditch ar stream,
the Contractor shall instatl measur�s to contral fapth the velocit�r and rate of release so as to
minim�ze accelerated erosion and increased sedimentatian of the stream as direcied by the
Owner, the Engineer, ar the Resident Representative.
F. All land-disturbing activities shall be planr�ed and canducted so as to minimize off-site
sedimentation damage.
G. The Cantractnr shall be respansibfe for peri�dically cleaning o�t and disposing af all sediment
once the storage capacity of the drainage feature or structure receiving ihe sediment is
reduced by one-half. The Contractor shall also be responsible for cleaning out and disposing
of ai1 sediment at t1�e time of completion pf the Work.
1.03 SLiBMITTALS
Erosiort and 5ediment Can#rol During Constructior� 07568-7
L�5 6-'� 6-94
Submittals shall be in accordance with 5ect�on 0�300, SLJ�M�l7f�LS. Record Data for variaus
erasion a�d sediment co�trol devices.
1.D4 STAI�QARDS jN�T U5ED]
1.Q5 DELIVERY ANO STORAGE [�1DT USEDj
1.06 .fOB CONDIi10NS; C��ES AND ORDINANCES
Gomply with the local codes and ordinances. If local codes and ordinances require rnore
stringent or additional erosion and sedim�nt control measures during canstruction, Cont�actor
shall provide such measures.
'1.07 �PTIONS [NOT IJSED�
1.08 Gl1ARANTEES [�[OT LJ5ED]
2.40 PRODUCiS
2.fl1 MATERIALS
A. SiRAW BAL�S: 5traw baies shal! weigh a minimum af fi�ty (50) pounds and shall be at least
3Q" in Isngth. Bales sh�ll be campased entirely of vegetable mat#er and be free of seeds.
Binding shall be either wire or nylon string, jute ar cotton binding is unacceptable. Bales shall
be �sed for not morE than three months before being r�placed. However, if weather
conditions cause biv4agical degradation of the straw baies, they shal� �Ss replaced sooner than
the three month time period to prevent a lass of structura! 9ntegrity of the dik�. .
B. SaL7 �ENC�: Silt fence fabric shall b� a nylon reinforced polypropylene fabric which has a
built-in card running #t�e entire length of the top edge of #he fabfic. The fabric must meet the
follawing minimum criieria:
Tensile Stre�gth, ASTM D4832 90 Ibs.,
Puncture Rating, ASTM D4833 60 Ibs.,
Mullen Bursi Rating, ASTM D3786 20Q psi,
Ap�arent Open�ng 59ze, U.S. Sieva Na. - 4Q
Silt fence sha{l be "�nv9ro Fence" preasser►-�bled silt fence, AMXCO 5ilt Stop prefabricate�
siEt fence, AM�CO Style 2155 preassembled silt fence or approved equal,
C. 51�7 �ENCE P�STS; A minimum 2" x 2" (naminal} x 54" pressure treated w�od posts af
lVumber 2 Grade sauthern yelfow pine ar approved equal.
D. SAND BAG: Sand bag material shall be polypropylsne, paiyethyaene, palyamide or cottor�,
burlap woven fabric, minimum unit weig�t four {4) ounces per square yard, mullen burst
strength exceeding 300 psi and ultraviolet stability exceeding 70%. Length shall he 24 to 30
inci�es, width shall be 1 fi to 1 a inches and thickr�ess shall be six (6) to eight (8) inches and
having an appraximate weig�t of 4Q pounds. Sand bags shall be fiiled with coarse grad�
sand, free from deleterious material. All sand shall pass t�rrough a No. �0 sieve.
E. P.V.C. PIPE: Pipe shall be SDR-35 poly�iny! c�loride having a minimum nominal internal
diameter of 4". Pipes shaE� b� sized for anticipated flows.
�rasinn and Sediment Control pueir�g Const�uction 01668-�
LDS 6-16-94
F. SOIL RET�i�TION BLANK�i: Svi! retention blankets sfi�all consist of a geocomposite of
excehsior or fiber blanket with an extrud�d plastic net attached to the tope side. ihe plas�ic
net shal! be photodegradable and the excelsior 4�- fiber hiankst si�alf be made smoider
resistant without the use of chemicals. Soil �etention �lanke�s shall be high velocity type to
resist severe ru�off. 7he soil retention blanlcet sha{l be or�e (1) afi the fallowing classes and
types:
1. Ciass 1. "Slope Protection"
a. Type A, Slopes of 3:1 or flatter - Clay so�is
b. iype B. Slopes of 3:1 or flatter - Sancty soils
c. Type C. Slopes steeper than 3:7 - Clay soils
d. Type D. Slopes stEeper than 3:1 - Sandy soils
2. Class 2. "Fiexible Channel Liner"
a. Type E. Short-term duration (!Jp to 2 Years)
Shear 5tress (tn)� 1.0 Ib.lsq. ft.
b. Type �. 5ha�t-term duration (Up to 2 Years)
Shear Stress (t�} 1.d to 2.0 IbJsg. ft.
c. Type G. Long=terrn duration (Longer than 2 Years)
Shear Stress (t�} > 2.0 to �� 5.0 IbJsq, ft.
d. Type.H. Long-term duration (Langer than 2 Years)
Shear Stress (t�) gr�ater tY�an 0 Equal to 5.Q Ih.lsq, ft.
The Contractor has tt�e option of selecting an approved sail retention blanket provided that
seiection can#orrns to the following list of appraved soil retention blankets for slope
protection applications:
3. CLASS I, SLOP� PR�TECTION
� a. TYPE A: Slopes of 3: � or Flatter-Caay 5oils
1) Airtral�ANT�-WASH�IGEO.]UTE� (Regular)
2) Contech Standards�
i 3) Conteci� Standards PIusQ
4) G�en Triangle Regular�
� 5) Green Triangle Superior�
�L
6) GREENSTREAK� PEC MAT
7) Curlex�
. f 8) EVar�h Amer9can Green� 5150
9) North American Green� S7�
10) lVorth American Green� SC150
11) P�LYJUTET"' 40fi1G7
12) SOIL SAVER�
13) TerraJuteC�?
14} Verdyol�] ERO-MAT�
15) Xcel Regula�
16) Xcel Superior� "
b. TYFE B: Siopes af 3:'i or F�atter Sandy Soils
1) Contech 5tandards�
2) Contech Standards P1us�
3) GEOC�IR�IDEKOWE� 700
4} Green T�iangke Superiorff�?
5) Green Triangle Regulart�
6) .North Amer)can Green� S75
i) �Vorth American Green� SC1�Q
� 8) Nart� American Green� 515b
Eeosian and 5ediment Cont�n� �uring Construc#ion 07568-3
�DS 6-16-94
9) I�OLYJUTET"' 40TIG7
10) TerraJute�
� � ) Verdyol� ERD-MAT�
12) Xce] Superior� •
93} Xcel Regula�
c. TYPE C: Saopes Steeper thar� 3:1-Clay Soiis
1) Airtral�
2) ANTI-WASH�IGEQJU'T�� {Regular}
3) Contech Standards Plus�
4) Curlex�
5) Gre�n TriangEe Su�erior0
6) GREENSTREAK� PEC-MAT
7) North Americar� Green� SC150
8) � Narth Ameri�an Green� 515�
9) POLYJUTE7M' 4�71GT
10) SOIL SAV�R�
11) TerraJute�
12) Xcel 5uperiorc�
d. TYPE �: Slopes Steeper than 3:1-5andy Soils
1) Contech Standards Plus�
2} GEDCOiR�IDEKOWE� 700
3} Gresn Triar�gfe Superiar�
4) North American Green� S950
5) North American Green� SC�50
6) POL.YJU7�T"' 407GT
7) ierraJute�
8) XcelSuperior�
4. CLASS ll; FLEXIBLE CHA�IN�L LINER �ROTECTION
jNo7E 70 SP��IFIER,�
T�pe Dg�janatinn is based unan Shear Steess at Flfflaximum D�p�f� ft��
�t�] = YdS where Y= Unit INeictF�.t of llldater [62.4 L.bslFt31_
d= Estimaied g�Oth of �'low at IVlaximum Depth
__ � 5��4vera ,�ye 5iooe of Channel {battom or ene�Dy_qradien#)�
e. TYPE E: Shear Stress (t�)
1} c 1,0 LbslSq Ft
2) GEDC��R�IDEKOWE� 904
3) Hi-Velocity Curlex�
4) Xcel� Super Duty�
f. NPE F: Shear Stress (t�j
1) 1, 0- 2.0 LbslSq Ft
2) GEOCOIR�IQEI�OWE� 900
3} Hi-Veloci#y Curfex�
�} Xcel� Super Duty�
g. TYPE G: 5hear 5trsss (t�)
1} > 2. � Lbs1Sq Ft � 6.D LbslSq Ft
2) BonTerra� SFB12
3) Enkamat� 7020
4) GR�ENSTREAK� PEC-MAT
5) LAN�LOK ERCM 45�
Er�osian and Sedimenf Contrroi �u�ing Cot�struction �'���8�
L�S B-'{ 6-94
6) MIRAMA71D00
7) Narih American Green� P300
S} Z�I�SAR� �rosion Blanket 7B-10Q0
h. TYP� H: Shear Stress (t�)
1) > 5.0 LbslSq �t
2) BanTerra� S�B12
3) EnicamatQ�3 702Q
4) GREENSiREAK� PEC-MAT
5) LANDLOK ERCM 450
6) MIRAMAT 1000
7) �korth American Green� P300
8) TENSAR� Erosion Blantcet TB-1 a00
G. FILTER AGGR�GAT�: Class 1 Aggregate �ill in accordance with Sectian 02256,
AGGR�GATE F1LL CLASSIFICATIONS.
_ H. C�NCR�TE MA50f�RY UNITS {CMU): Naminal 8" x S" x 16" hallow concrete rr�asonry units
unless indicated otherwise. CMU shall meet the requiremen#s of AS7M C-90, Grade N. _
I. FASTENERS: Fasteners shall conform to the requiremenks of the various soil retentio�
blanket man�facturers.
J. STONE S7ABILIZATIOt�: Class 4 Aggregate Fill in accordance with Section 02256,
AGGREGATE FILL CLASSI�ICATIONS. '
K. GEdTEXTILE -�ROSfOt� COt�'iROt: Geatextile shall be in accQrdance with Section
p2263, GEOTEXTILE - EROS101V CO�VTROL.
2.02 MIXES [NOT USED]
2.Q3 FABf21CATiONS (�VOT USED]
2.04 MANUFACTURED PRDDUCTS [NOT lJSE�]
3.00 EXECUlION
3.0'i PREPARATION [NOT USED]
3.02 l N STALLATIO N
A. TEMPORARY STRAW BAL� DIKE
� 1. Straw bales shail be embedded a minimum af 4" and securely anchored using 2" x 2"
wood stakes drive� through the bales into the ground a minimum of 6". Straw bales are
� ta be plac�d dieectly -adjacent ta one anather leaving no gap between them.
. 2. Bales shall be placed in a single raw, I�ngthwise on proposed line, with ends of adjaceni
� bafe5 tightiy abutting o�e another. In swakes and ditches, the barri�r shall extand to such
� a length that the battoms of the end bales are higher in eievation than the tap of the
lowest middle-bale. Additional baies s�ail be placed behind the first row where the bales
i abut each_ather. ihe additionai bale is used to prevent unfiltered runoff from escaping
� between the bales.
�Posion and Sed�ment CantPal 9uring Construction Q"��68��
l.DS 8-16-94
3. The excavated soi{ shall be backfilled against the barrier. Backfill shall confarm to ground
level on the dawnhill side and sha�l be built up to 4" above ground level on khe uphill side.
Loose straw shall be scattered over the area immediately uphiil from a straw barrier.
B. S�LT FENCE
The purpose of a silt fence is to inter�e�t and detain water-borne sediment from unprotected
areas #o a limited extent. The Contractor shall excavate a 6" by 6" trench for site fence
bedding along the lower perimeters of the site whEre necessary ta prevent sediment from
entering any drainaga system. The Contractor shai] install tF�e silt fence ir� accnrdan�e w�th
the manufacturer's recornmendations and instructions. Silt fence is usad during the periad
of construcfiion near the perimeter of a disturbed area ta intercept sediment while allowing
water to percoiate through. Ti�is fence shafl remain in �Eace until the disturbed area is
permanently stabilized. Silt fence shauld noi be used where there is a ca�centration of
water in a channef or drainage way or where soil conditions pr�vent a minimum toe-in de��h
of 6" or installation of support p�st to depth of 12". Fabric sha11 overlap at abutting ends a
minimum af 3' and sha!! be jointed such that no �eakage or bypass occurs. If concentrat�d
flow occurs afker installation, corrective action must be taken such as placing rack berm in
the areas of concentrated flow.
C. SAND BAG BERM
1. 7he purpose of a sandbag berm is to intercept sedirnent-aader� water from disturbed areas
such as consfruction ir� steam bads, create a retention pond, detain sediment and release
water in she�t flow.
2. A temparary sand bag bern shall be ins#alled across a channel or right af way in a
developing or disturbed area and should be used when the contributi�g drainag� area is
greater #1�an 5 acres. The 6erm shail be a minimum height of 18", measured from the top
of the existing ground at the upslope toe ta the top of the berm. The berm s�all be sized
to have a minimum w�dth of 48" measured at the batto�n of the berm and � 8" measured at
the top af the berm.
3. The sand bag berm shai! be inspected a�ter each rain. Ti�e sand bags shai� be reshaped
or replaced as needed during inspection. A�dit�onal inspections shall !ae made daily by
the respo�sibls party and when the silt reaches 6", the accumulated silt shall be rema�ed
and disposed of at an appraved sitE in a manner that will not contribute to additional
siltation. 7he sand �ag berm shall �e left in placa un�il all upstrearn areas are stabilized
and accumulated silt r�maved; removal must be done by hand.
D. SOIL R�i�NTION B�NKE7S
1. A soil retention blanket (SRB) is a geotextile or biodegrada�le fabric plaeed over
disturbed areas to limit �he effects of erosion due to rainfall impact and runo#F across
barren soil. Soil re#ention blankets are manufactured by a wide �ariety of vendors
addressing a wide variety o# conditia�s such as �egetation establishm�nt ar�d high �
v�iacity flow, BEankets are used in areas which are di#ficult to stabilize such as steep
slopes, drainage swales or i�igh pedestriar� trafFc areas.
2. 7he saii retention blanket, whether installed as slope protection or as flexible channei
liner, shall be pfaced witi�in �4 hours after seeding or sadding ape�ations ha�e been
completed, or as approved by the �ngineer. Prior ta placing the blanket, the area to be
co►�er�d shall be relativefy free of aI� rocks or clods o�er �-112" in maximum dimension
and all sticks or ather foreign material which will prevent the close contact o#the hlenket
wit� the sail. The area shall be smooth and free of ruts and ather depressions. If as a
result of rain, the prepared bed becomes crusted ar eraded or if any eroded places, ruts
or depressions exist for any reason, the Contractor shall be required to rework the soil
until it is smooth and to reseed ar resod 4he area at the Contractor's exgense.
�eosian and Sediment Controi Durring Cor�stpuction 01568-6
�DS fi-'16=94
3. Installatian and anchorage of the soil retention blanket shall be in accor�ance with the
manufacturer's recommendations.
E. PROTECTION OF BAR� AR�AS
1.
F. 1NTERCEpTOR SWALE
�
2
3.
4.
5.
6.
7.
B.
1. Apply seeding and soEl rete�tion blanket ta 6are areas i�ciuding new embankment areas,
fills, stripped areas, graded areas or otherwise disturbed areas, which have a grade
greater tha� 5% or which will be exposed for more #han 30 days.
2. Bare warking areas on which it is not practical or desirable to inst�ll seeding and sail
retention blankets, �s determined by the Engineer, such as areas under proposed '
buiiding slabs, shall be temporarily slo�ed to drain at a minimum of 0.2% and a maximum
of 5% grade. These areas shail thsn be "trackvualked" with a crawler dozer traveling up
and dawn the slope to farm the effect of �mall "terr�ces" with the tracks af the dozer.
Apply a minimum of thre� (3) coverages to each area with the dozer tracks.
3. Route runaif from the areas through the appropriate silt fence system.
4. Rratect earth spoil areas by "t��ckwalking" and silt fer�ces. �
Interceptor swalss may have a v-shape ar;�e ���p�zaidal with a flat bottom and side
slopes of 3:1 or flatter. These are used to shorten the length of exposed slope �y
intercepting runoff and can also serve as perimeter swales preventing aff-site runoff from
entering the disturbed area or prevent sediment-laden runof€ from lea�ing the
construction site or disturbed area. The outflow from a swale must be directed to a
stabil9zed outlet or sediment trapping device. The swales should remain 9n place until the
disturbed area is �ermanently stebilized.
5tone 5tabilization shall be used when grades exceed 2% or velocities exceed 6` per
second and shall consisi of a fayer of crushed �tor�e 3" thick, or flexible channei finer soil
retention blankets. Stabilization shall exter�d across the bottom of the swale and uP both
sides of the channel to minimum height af 3" above the design water surface elevation
based on a two ye�r storm.
Interceptor swale shell be instafled across exposed slopes during construction and should
intercept no more tnan five (5) acres of runoff. Swafes shall have a minimum bottom
width of 2'-0" and a maximum depth of 1'-6" with side slapes of 3:1 or #latter. Swale must
have positive drainage far its entir� length to an outlet. When the slope exeeeds 3%, or
velocities exceed 4' per second (regardless of slope), stone stabilization is required.
Check dams are also recommended to reduce velocities in the swales possibly reducing
the amount af stabiiization necessary. 5wales should be inspected on a weekiy basis �
during we# weather and repairs should be made promptly to maintain a cor�sistent cross
5ECtIDf1_
All trees, brush, stumps, obstructians and other material shall be remaved and dispased
of so as not #o interFere wi#h the proper functioning oi the swals.
The swale shall be excavated or shaped to line, grade, and cross-sectian as required t4
meet criteria specified herein and be free of bank projections or other irreguiarities wf�ich
will impede normal fkaw.
All earth �emoved and not needed in construction shall b� dis�osed of in an approved
spails site so that it will be conveysd to a sediment trapping device.
Diverted runoff from a disturbed nr exposed upland area shaii be canveyed ta a sediment
trapping deviee.
The on-site location rnay need to be adjusted to meet field conditions in order to utilized
the most suitable outlet.
Minimum compaction for the swale shall be 90% standard proctor.
G. ❑IVERSION DIKE
1. A diversion dike intercepts runofF from srnall upiand areas and diverts it away frorrf
expased sloPes to a stabilized outlet, such as a rock berm, sa�dbag berm, or stone outlet
�rosion and Sediment Control Queing Gons#puction
LDS 6-18-94
09 �68-7
struciure. Dikes are ggneraEiy used for the duratian of canstruciion to intercept and
reraute runoff from disturbed areas to prevent excessive erosion unti] permanent
drair�age f�atures are installed andlor slppes ar.e stabilized.
2. 5tane Stabilization (required for velocities in excess of 6 fps) shall consist of Cfass 4
aggr�gate fiii in accordance with Sectio� 02256, AGGREGATE F1LL CLASSIFiCATIOiVS,
and shaii be placed in a{ayer of at least 3" thickness and shall extend a rr�inimum height
of 3" above the design water surface up tt�e existing slope and the upsiream face of ti�e
dike.
3. Geotextile sha�1 be placed under t�e stone sta�ilization and shali be in accordance with
Sectian 02263, GEOTEXTILE-�ROSI�N CONTROL.
4. Diversion dikes shall be installed prior ta and mair�tained for the du�ation �f canstruction
and shauld intercep# no more t�an #en �10) acres o�F runoff. Dikes s�all i�ave a minimur�
top width of 2'-Q" and a minimurn height of cornpacted fiil Qf 18" measured from the tap of
the existing ground at the upslope to� to top of the.dike and having side slapes of 3:1 ar
flatter, The soil for the dike shall �e placed in lifts of 8" or less and be compacted to 95%
standard pracior d�nsity. The channel which is formed by dike must ina�� positive
drainage for its entire length to an outlet. When the slope exceeds 2%, or velocities
exceed 6' per second (regardless af slope), stabilization is re�uired. Situatians in which
velocities do nat exceed 6 fps, vegetatio� may be used to contral erosion.-
6. Diverted runoff from_ a protected or stabilized area shall have its o�t�et ffow directed to an
undist�rbed stabiEized area or into a level spreader or grade stabilization structure.
6. Diverted runoff form a disturbed or exposed area shall pe canveyed to sediment trap such
as a rack berm, ternporary sediment trap or sediment. basi� or ta an area protected by
any of these measures.
H. T�MPORARY STABILIZED CONSTRUCTIU�I ENTRANC�
2.
3.
C!
The work shall consist of co�structi�g temporary s#abilized consiructian entrances at all
entry points to the project site and shal{ remain in place for the duration of the
construction period ta prevent sediment from leaving the project site a�d becoming a
nuisance in a p�blic right-of-way. This includes all labor and materials associated with
installation and maintenance of the enfrance and a sediment trap.
Stane Stabilization used for the entrance shall be CEass 4 aggregate fll in accordance
with Section 02256, AGGR�GA7E F�LL CLASSIFICATIONS.
Geotextile shall be placed under the stone stabiiiza#ion and shall be in accordance with
SectFan 02261, SOIL. STABILiZATION.
A temporary construction entrance shall�be installed at any point where tra�c will be
entering ar leaving a canstruction site to ar fram a pubiic right-of-way, sfreet, alley,
sid�walk or parking area. Ti�e purpose of a stabilized constructio� �nkrance is to reduce
or eliminate the tracking or #lowing of sediment into grad�d or i�corpora#e a drainage
swale to Frevent runoff form Isaving the construction site.
The�temporary construction entrance shall be maintained in a condition which will preve�t
tracking or flowing of sediment into public right-of-way. This may require periodic tflp
dressing with additional stone as conditions demand. Alf sedimer�t spilled, dropped,
washed or tracked into public rights-of-way must be removed immediakely by the
contractor.
When necessary, vehickes must be cfeaned to rema�e sediment prior to entrance onta
public righ#-of-way. When washing is required, it shall be done on an area sta�ilized with
crush�d stone which drains into an approved sediment trap or sediment basin or otl�er
sedimenta#ianlfiitration device. All sediment shall be prevented from entering a�y storm
drain, ditct� or wakercaurse using approved methods.
LOCA710�[ O� EROSION AND SEDIMENT CO�ETR�I. STRUCTIJRES
1. Locate erosion and sediment cantrol structures as required to pre�ent erosion ar�d
rerrroval of sedime�t from the project si�e. Silt fences shall be required for disturbed
�eosian and 5ediment Cor�trol �u�ing Canstructinn 0156�-�
�DS 6-16-94
areas and soil stackpileslspoil areas. Each silt fence installation shaH have a m�nimum
net length (exclusive of embedments into d'+versian dikes or other inefFective areas} of 25'.
The runoff from a maximum of one (1) acre �of disturbecl area or s�il stockpiie/ spa�l area
shalf be routed thr�ugh any individual si�t fence installation.
2. Install diversion dikes to divert runoff to the siit fenc� installation.
3. 4nstali silt traps at the inlet {upstream) end of the drainage structures, including open
channels, through which runaff from disturi�ed areas or soil stockpifes/spoil areas may
drain. �
4. Provide an a�erall erosian and sediment contr�l system w�ich protects disturbed areas
and soil stockpiieslspoil areas. The system shai! be modified by the Contractor from time
ta time to effectively control erasion and sediment during construction.
3.Q3 MA��VTENANCE
A. Maintain erosion and sediment contral structures and proce�ures ir� full working order at all
times during construction. Tt�is shall include any necessary repair or replacement of items
which have become damaged or ineffective. C�emo�e sediment an a regular basis which
accumulates in sediment con#ral devices and place the material in approved earth spail areas
or rekum the materia! to th� area from which it eroded.
B. Upon campleti�n ai construciion, properly r�move the temporary erosion and sedimant
control structures a�d compEete the area as indicated.
C. Soii retention biankets will no# requ�re removaf� if installed on a finished grad�d area s�ecified
to receive seeding.
3.04 FIEL� QUALITY CONTROI.
!n the event of conflict between the requirements and starm water pallutian control laws, rules or
reguiatians or other Federal, State or L,ocal agencies, the more restricti�e laws, rules vr
regulations shall apply,
3.05 CL�Ai� AND ADJUST [NOT USEDj
3.D6 SCHEDULES
Prior to start of construction, submit schedules to the Ovuner and Enginesr fior accom�rfishment of
terrEporary and permanent erosion con#ral work as area applicable far dearir�g and grubbing,
grading, construction and paving. Also submit a propnsed methad af erosion and dust co�trol on
haul roads and borrow pits and a plan for disposal of waste materials.
�ND OF SECTkDN
�
€rosion and Seclim�nt Contr�nl During Cans#ructian
LDS B-'1G-94
09:6�-9
D2217 iR�NCi�lhlC, ��G�C�lLL11dG, AND PIP� ����Q�i�IdT [SiQR�dY �RAIWS, L�VAiE�,
�4C�D S�1��R �IN�S]
1.00 G�NERA�
1.01 WORK INCLUDED
�urnish lab�r, materials, ec��ipments and incidenials ne�assary to perform operations in
. trenching, pipe bedciing, back�illing, clearing, grubbing and site preparation; handling, starage,
transpnrtatian ar�d disposal of excavated material; pumping and dewatering; preparation of
� subgrades; p�otection of �djaceni property; fiUs, grading; and other sppurt��an# work. Trenc�ing,
�ackfilling, and pipe embedment procedures shall be in full compiiance with Section 0222Q,
� TREIVCH SAFEiY. Earth removed frQm excavations and which is not required for backfill shall
be removed from the site by the Contractor at his c�wn expense, unless arrangements are made
with th� awner through his �epresentative to �Ilow disposal on site. If permitted, the Contractar
�- shall dump:and spr�ad excess earth in a mann�r agreed upan by the Contractor and the Owner.
Excavatian, ather than tr�nch excavation are not part of this specification section...
1.02 QUALITY ASSURAI�CE
A. Classification
1. �xcavafions shall include material of whatever nature enco�ntefed, including but not
19mited to cfays, sands, gra�els, conglomeritie boulders, weathered cfay shales, rock,
debris and abandoned existing structures. Excavation and trenching shall include the
removal and subsequent handling af materials excavated tir oti�erwise handled in the
perFormanee of the work.
2. Bidders must satisfy themselves as to the ac#ual existing subsurfa�e candi#ions p�ivr ta
the submitta[ of a proposa! ta compEete the proposed work.
3. irench excavation shall cvnsist of excavat{an ta the lines and grades indicated, required
for installatian of the pipe, pipe bedding, backfll, and ta accommadate trench safety
systems.
1.03 SUBMITTALS
A. Submittals shall be in accordance with 5ection 07300, SUBMITTALS and shall include:
1. Sieve analysis on embedment materials.
2. Test res�alts indicating soil resistivity for embedment material used on metal pipe.
3. [List as necessary.]
'i.04 STaN�ARDS
The following publications, ref�rred ta hereaf#er by basic designa#ion anky, farm a part ofi this
specification to the extent indicated by the references thereto:
ASTM D-448 "Standard Ckassification far 5izes af Aggregate for Road and Bridge
Construction"
ASTM D-698 "Maisture-Density Rekationship af Satis and Soil Aggregate Mixtures,
Using 5.5 -Ib Ramrr�er and 12 Inch Drop"
ASTM D-1556 "Density of Soil in �lace by the 5and Cone Method"
AS'TM D-24$7 "Classification of Soifs for Engineering Purposes"
T�enching, Backflling, S� Pipe �mbedmet�t [Storm arrains, Viiater, & Sewer Lines] �2247-1
.1� D3-�1�0'9
A57M Q-2922 "Density af Soi] and Soil - Aggregate ]n-Place by Nuclear Methods"
ASTM D-3417 "Maisture Conteni of Sail and Soi� - Aggregate In-Place by Nuclear
Methods"
ASTM D-4253 "Test Methods for Maximum Endex Density of Soiks Using a Vibratory
Table"
ASTM D-4254 "Test Methods for Minimum index pensity af Snils and Calculations of
' Relative Density"
Any other tesfing required by fhese s�ecificatians and nat specifically referenced ta a standard
shall be perFormed under AS7M ar oti�er appropriate standards as desigr�ated by the Engine�r,
Reference herein or on the drawings to soil classificatians shall be understood to b� according to
ASTM p-2487, "Classifcation oi Soils tor �ngineering Purposes" un�ess in�icated otheiwise.
1.Q5 DELIVERY AND STORAGE
�xca�ated materials to be used far backfill may be deposited in stock�iles at points convenient for
rehandling the ma#erial during the backfilling pracess. The locatian of stockpil�s shall be within
tf�e limits of construction easements or pubtic right-of-way. The locafion af stockpfles is subject to
the a}�proval of the Owner or the Owner's representative. Keep drainage channels clear of
stocfepiied materials.
1.4fi JOB CONDI710N5
P1ace no embedment ar backfifi materiai during freezing weather or upon frozen subgrades or
pre�iously placed frozen embedment or backfil� materials.
1.07 OPTIONS [NOT US�D]
1.{]8 GUARA�T�ES [NOT USED]
2.00 PRODUCTS
2.D1 MATERIALS
A. C�NCRET� FOR BACKF]LL, BLOCKING, CRADLING AND ENCASEiVI�NT: Uniess other
strer�gth requirements are designated, concrete used shall be 1500 psi as speciiied in Sectian
03300, CAST 1N PLACE CONCRETE [or Section D3305, CONCR�7�, �ngineer t� verify].
B. Cl..A55 ��ARTH FILL: Limited to clays and sandy clays classifed as CH material w�tl� a
liquid limit greater tl�an or equal to 50, a p[asticity index greater than or equal to 25, and a
minimum af 60% pa5sing the No. 200 sieve, which are free of organic materials.
C. CLASS 3 EAi�TH FlLL: Consist of any materials c4assified as CH, CL, SN(, SP, SP-SM, SC,
and GC, +n�hic� have a minimum pfasticity index of 4, which are free of organic materials.
D. CLASS 12 EARTH FILL: Cansist of soils suitabie for topsoil whic� are reiatively free of
ston�s or other objectianable de6ris, which have sufficient humus co.nte�t to readi�y support
vegetati�e growth. The suitability ot soils for topsoil shal] be subject to khe approval of the
Engineer.
�renching, Bac�tfiliing, 8� �ipe �mbedment �Storm Drains, lilfater, & Sewer �ines] 02�'[7-2
J� 03-01-i#"I
E. CLASS 2 AGGR�GATE FILL: [�or Reinforced Concrete or Concrete Cylinder Pipe] ConsiSt
of d�rable particles af crushed stone free of silt, clay, ar �ther unsuitable materials and have a
parcentage of wear of not more than 40% when tested in accordance with ASTM Method C-
131 ar C-535. When material is s�bjecied to five (5.) cycfes af the sodium sulfafe soundness
test in accardance with ASTM C-88, Sodium Sulfate 5olution, the we�ghted p�rceniage of
ioss shal! �tot exceed 72°�. The source af the maierial shall be approved by the Engineer and
meet the following gradation in �accprdance with ASTM D-448, siz� number 67:
Sieve SFz� �c�uare Op���ng — Par�ent I��ss;ng
�" 1fl0
314" 90 -10Q
318" 20 - 5�
No.4 0 - 10
Nfl. 8 0 - 5
F. CLASS 3 AGGR�GATE F�LL: [FQr Iron, Cast Iron, Ductile Iron, or Carrugated Metal Pipe]
Consist of durable particles af crushed stane free of silt, clay, qr other unsuifable materials
and have a percentage of wear of nat more than 40% when fested in accordance with �4STM
C-131 or C-535. When material is subjected to five (S) cycles of the sadium sulfate
soundness test in accor�ar�ce with A5'iM C-88, Sodium Sulfate Soiution, the weighted
percentage af loss shall not exceed 12%. The source of t1�e material shall be approved by
the Engineer and meet the fo�lowing gradation in accordance with ASTM
�-448, size number 7:
` Si�ve Si�,����y;;�r? O��nirsg
3/4"
3/2„
3!8"
�Io. 4
No. 8
F��rC�r�� Fas51t1Q:
100
90 - 10D
40 - 7D
�- 15
0- 5
G. CLASS 10 AGGREGATE F1LL• [For Non-reir�farced Concrete, Vitrified Clay, PVC, Fiberglass
Consist of washed and scr�ened na#ural sands or sands manufactured by cr�shing stones
complyi�g with the requjrem�nts and tests of "Standard Specifications for Concrete
A�gregates", ASTM C-33. �'he gradation as incl�ded in ASTM G33 is as follows:
5;�:�� �Gz� �qw�rA C��►.eni�:g
318"
Na 4
No. 8
No. 16
Na. 30
No. 50
No, 100
P��YPnt�Passinq_ � .
� ao
g5 - � on
sa - � ua
50 - 8a
25 - B�
10 - 30
2- 14
Glass 1 � A�}gregate Fi115ha11 have not more than 45% passing any sieve and retained on the
next cansecutive sieve of those shawn above, and its �ineness inodulus, as defined in ASTM
C-125, shall be nat less than 2.3 nar mare than 3,1.
H. CEMENT: Type I Portland Cement.
Yrettching, �acicfill�ng, & Ptpe �mbedment [Storm Drains, V9later, 8 Sewer �.ines] 02�'4i-3
J � 03-01-d'�
FL.OWABLE F1LL: Flowable backfll shail consist of a mixture of native soils o� manufact�red
materials, cement andlor flyash, air entraining rnaterial and water which produces a rr�ateriaf
with unconfined co�npressive strength of between 25a and 450 psi after 28 days. Any
materials used shai! be grar�ular, with a plas�icity ir�dex less than 1Z and with 100% passing a
'/ inch sieve. Ti�e f{awabls- mixture sha11 be mixed in a pub mill, concrete mixer, or transit
mixer a�d shall have a minimum slump of 5 ir�ches. The flowable mixture must be allowed to
set prior to the place�-r►ent of any overlying materials.
MODI�IED FLOWABLE �ILL: Madified flowable �ackfill in areas of possible future
excavatian shall consist of a mixture of, native soils or manufactured materials, cement andlor
flyash, air antraining mat�rial and 'water which praduces a materiaE with unconfined
compressive strength of between 50 and 150 psi after 28 days, Any rriaterials used shall be
primarily granular, with a pfasticity index less than 12 and with 100% passing a'/4 inch sieve.
TF�e flowable mixture s�all be mixe� in a pub mill, concrete mixer, or transit rr�ixer ar�d shal!
have a minimum slum� of 5 inches. 7he flowable mixture must be allowed to set prior to #he
placement of any averlying materials. Madifisd flowable backfill in permanent areas such as
abandoned pipe c�asures shall contair� the same materials a�d have an unconfined
compressi�e strengtn greater than 150 psi after 28 days.
�
MIXES; SAND-C�MENT BAC�CFILL [OR EM�EDMENT]
A. A minimum sand' and cement mixture of 27 parts sand and 2 parts cernenk will be raquired.
Fine Sand 1 CUbic Yard
C�rrt�nt 1 aag (Minimum)
Water Optimum Maisture
B. Sand shall be free af any cohesive materiaR and sha]] m��t the following gradation and
plasticity �ndex requirements:
Sieve Siz�
���
112"
I�o. 40
Plasticity I�dex
Liquid Limit
1 U Max'smum
25 or less
2.03 FABRICATIONS [NOT LlS�D�
2.04 MANUFACTURED PRODUCTS [�kOT USED]
3.D� �XECUTION
3.01 PREPARA710N
A. SITE
�b: cent P :�s�r:7.9
100
95 - 1 QO
80 - 1 a0
�. CI'ear siies of logs, trees, roots, brush, tree trimmings and other o�jectionable materials
and debris which are to be accupied by pipe trenches, and gru� stumps. Designate
material not salvag�d for reuse as surface ma#erial as spoiled and dispose af material in
accordance with Paragraph E- D�SPOSAL OF SPOIL MA7�RIAL, of this section.
2. Do not remove trees outside of the req�ired working area u�less the'rr removal is
authorized in wriiing by the Engineer and with tF�e approval of the local governing
Trrenching, Backfiiling, &�ipe �mbedment [Storm DPains,ldVate�, & 5ewer �ines] U2217-4
.i � 03-a'I -0'i
authoriiry. Adequately protect the trees left standing from permanent damage by
constructian aperations. 5tanding trees may be trirr�med where necessary to facilitate
construcfion, but a�ly with writken authorization from the E�ginaer. [Chec� ws`th clier�t
and verify tree remaval and peplacem�nt requieements. Some Cities have extensive
permit and r�placement requirements.]
S. DEWA7ERl NG
1. Provide and maintain adequate dewatering equipment ta remove and dispose of sur�ace
and ground wat�r entering the excavatians, trenches, or other parts of the work. Keep
`� each excavation dry during su�grade preparation and continuaily th�reafter until the
; prapos�d pipe is instalied. Maintain the praper procedures necessary ta protect against
�amage to the proposed wark from hydrostatic pressure, f{Qtation, or other water related
causes. �
2. Dewater excavations which extend down to or below ground water ele�ation by lowering
and lceeping the gro�nd water fevel a minirr�um nf 2-feet below the bottom nf the
excavatian.
3. Divert sur#ace water or otherwis� prevent water from entering exca�ated areas to khe
fullest extent possible without.causing �aCnage to adjacent,proper#y. ,
4. Pro�ide and maintain any piping or conduit necessary to faciiitate drainage. �fl not elter
area drainage patterns to the extent that adjacent property and landawners become
threafened with locaiized flaoding and/ar water damage. 5hould such a situation occur,
the Contractar shall be rs5�onsi6le for repairing the damage at no additional cost to #he
Own�r.
C. PR�TECTION �� EXISTING STRUCTURES AND UTI�1TfES
1. Prior to the start of constr�ction, communicate with the local representatives af utiiities
companies, including but limited to oii, gas, #elephone, and comrr�unications campanies,
as we11 as, local water and sewer �tilities operating in the loeation of the proposed
eonstruction area. Seek the uiifity companies-assistance in locating existing facilities ka
avoEd conflicts during construction. The location, number, depth, and ov�ner of utiaities
ihdicated are fnr information purposes only, and ali utilities and structures may not be
shown or may not �e in the location shown.
2. Where construction endangers adjaceflt struc#ures, utilities, ernbankments andlor
roadwrays, the Contractor shall, at this own expense, carefully support and pratect suc�
structures so that no damage occurs thraugfi�out the construction process. In case
� tlamage should occur, the Co�tractor shall be respansik�le far restaring the damaged
structure to a candition acceptabl� ta ihe �,vner of that structure and snall bear al! cost of
such reparations.
3. Repair ar replace damaged street surfaces, driveways, sidewakks, curbs, g�tters, �ences,
drainage structures, or other such #acilities to #he satis#action of th� Owne�. Struct�res
shafi be returned ta a condition equal to or betfer than tne original condition and of same
or better material and qualiiy. �
D. BLASTING
Blasting shal! not be allowed in any instance.
E. DISPOSAL OF SPOIL MATERIAL
1. Suitable maieria! from excavations which meets tne requir�ments for pip� backfll
material as indicated, exce�t strippi�g ex�avation, may be reused, Designate the
rerrzaining excavated materials as spoile� rnaterial and dispose of material off the site in
accordance with all applicable laws, ordinances, and codes, Contractor shall be
responsible far the storage, transportation, and deposiiion af spoiled ma#erial and shall be
respansible for acquiring the neeessary permits, and the payment of fees and duties at no
additianal cast to the Owner.
TYenching, �a�kfilling, & Pipe �mb�siment jStorm pYains, Water, & Sewer I�ines] 022�[i-5
.l� 03-01 �41
2. No �urning of materiais shall b� permitted an the site.
3.02 TR�NCH EXCAVATI�N
A. GENERAk.
The irenches shail be exca�ated ta the alignment and �epth indicated or as necessary for tl�e
proper installation af the pipe and appurtenar�ces. 8race and dewater ti�e trer�ct� if necessary
sa that the wnrkrnen may work tfi�erein safely and eificiently. Any s�ecific requirern�nt listed
in Part 3.OD EXECUTION may be madifed as necessary to meet OS�fA requirements.
However, if trench widtns are wider than indicated, the Contra�tor shall be responsible for
determining and furnishing the praper class of embedme�t and piping far tfi�e installa#ion with
no additional compensation to the contractor.
B. Tf�ENCH WlD7H
The trench widths st�all be as shown on the drawings.
C. PIPE �OUN�ATIDN SUBGRAD�
1. Excavate the trench ta an ever� grade to permit the installation o# the pip� so that the �u{E
1e�gth of the pipe barrel is supported on the proper depth af bedding materiel. The entire
foundatian subgrade area in the bottom af the excavations shall be firm, stable material,
and the material shall not be �isturbed below required grade except as described in this
specificatian. Where the character af th� subgrade materia{ is such t�at praper subgrads
ca�not be abtained at the elevation ir�dicated, deepen th� exca�atian to a satisfactory
subgrade material. _
2. Remowe the material until a ftrm, stable, and unifo�m bearing is reached and the subgrade
brought 6ack to the required grade witi� the spec�fied bedding materiaf comPacted in
place or with lean concrete material. The expense of repiacing any unsatisfactory
subgrade si�all be borns by the Contractor.
D. CORRECTING �AULTY GRADE
Shauld any part af ths trench be excavated below required grade, correct the trench with
bedding material, thoroughly compacted, or with lean concrete, at no additional compensation
to the Contractflr.
E. CAR� OF SL7R�ACE MATER1Ai FOR REUSE
1f locai eond+tions permit reuse, keep su�face material suitable for reuse s�parate from the
general exca�atian material.
F. TR�NCHiNG M�THOQS
The use of any suitable trench digging machinery is permitted except in places where such
operations may cause damage, above or below ground, in which case, ernpioy hand
methods.
G. PIPE CLEARANC� IN ROCK
Remove ledg� rock, rock fragmen#s, shal�, or other rock to �rovide proper clearance for
bedding materials. Provide adequate clearance far properly jointing pipe laid in rocfc trenches
at bell hoies.
3.D3 BACKFILL
A. B�QDIiVG WITHIEV p1PE ZONE
1. CONCR�TE CRADL.E, ENCASEMENT OR CO�ICRETE ARCH - Where indicated, install
the pipe in concre#e cradle, e�casement, ar concrete arch. iake �recautions to prevent
Y�enching, �acpcfiiling, & Pipe Embeclment jStoprn �rains, �ater, 8� Sewer L9nes] 02217-6
J� 03-01-D1
i �
pipe movement or daflection during construction. INhere pipes are placed below
structures, completely encase pipes in 1500 psi concrete, and extend up to battnm of
structure. [Be sure that concrete is couered e{sewhere.]
2. CONCRETE BLOCKfNG - Pl�ce blacking tfl rest against �irm undisturbed trench wa{ls.
The sup�orting area for eacn �b�ack shall be at leas# as great as thaf indicated and shail
be sufficient to wifhs#and the thrust, including water hamrner, which may develop. Each
black shall res# on a firm undis#urbed foundation of trench sides and bottom.
B. AGGREGAT� FILL �ED�ING
1. A#ter the trench has been �ut to the depkhs 9ndicated, bring up the bedding layer to a point
slightly above grade in maximum 4" lifts and uniformly compact to t�e density indicated.
Form bell holes and scoop aut a traugh to grada sa that fhe �pipe is uniformly supported
by ihe embedment material. Lay and joint the pipe. Bring up the embedment material in
maximum 4" lifts on either side of the pipe to the elevation abave the pipe shown on th�
glans. Uniformly compact the Pipe as indicated.
2. Ai#er moisture is gone from the e�nbedment material, place and compact the remaining
backfill by tamping or oti�er appropria#e methods. Waterjetiing shall nat be permitted.
C. COMPACTION REQUIREMENTS
1. Compact earfh filI an8 cohesive aggregate fill in maximum 4" lifts with pneumatic rollers
or power hand tampers and make a minimum af eight {8} passes.
2. Campact cahesianless aggregate fill in maximum �4" lifits with vibratory rollers.or vibratory
-- p[at� power hand compactars and make a minimum of eight (8) passes.
3. 7he acceptability af #he compaction eq�ipme�t shall Ge based upon the results of a test
sactian.Compact earth �i11 and cohesi�e aggregate fill to a minimum of 95% of maximum
dry density as determined by ASTM D-698, Standard Proctor.
4. Compact earth fill Glass 1 and 2 at a moisture content within minus 0 to plus 5
percentage points of the optimum moisture cantent. Com�act the remai�ing classes of
eart� fill and cohesive aggregate filf at a maEsture cantent within minus 2 to plus 5.
percentage paints of optimum moisture content. The moisture ranges IistecE a�ove are
minimum ar�d maximum limits. A tighter moisture range within th�se limits may be
required to consistentfy achieve the sp�cified density.
5. Compaci cohesionless aggregate fill on whicY� i# is not practical to control the density by
"Proctor" methods to a minimum of 7�% a# relative densiky as determined by AS�M �-
4253 and D-4254, or at the discretian of the Engineer, by a fisld compackion mold method
correlated to ASTM Q-4253 and D-4254.
6. Compacf cohesionless aggregate fill at a maisture conte�f within a range that
accommadates consistent placement and compaction to the minimum relative density
s�recified abave.
7. The �wner wifl arrange and pay far densiky and moisture testing, The festing frequency
and methods shall be as requesked �by #he Engineer. The Engineer may wai�e #esting
requirements on cohesio�less bedding where testing is not practicak because of limited
s�ace between the pipe and #rench walls, however, the minimum number of passes of the
compact9on equipment specified above shall be achieved.
3.04 FINISHlNG
A. Grade and rake areas smooth and even w�ieh do nat recei�e any type of �aved surface, to
allow drainage ta drain away from the structures a�d toward the raads and streets or the
natural drainage course.. Break up large elods of earth and remove roeks, irash or debris
near the surface.
B. Finish the top portian of backfill beneath established sodded (lawn) areas with not less than
8" of topsoil corresponding to, or betier than, that underlying adjoining sodded areas.
Ypenc3�ing, �ackfilling, & F'ipe Embedment [Storm Drair�s, Wate�, & Sewer �inesj 02217-7
J� Q3-0'i-09
3.D5 FIELD QUALITY CONTROL
A. Compact backfill and appropriate embedment ma#eriaf t� a minimum of 95% of maxirr�um
density at a moisture content af 0 to + 5% of optimum for bacicfill and at op#imum for sand-
cement err�bedment as deterrr�ined by ASTM Q-698-78 (Standard Proctor),
B. Make periodic tests o� compactior� for conformance with this section by ar� approved testing
laboratory selected and paid for by the Owner. Cantractor shall pay for re-testing until
acceptable test results are obtained.
3.D6 CLEAI� AND ADJUST'
Rernove surplus pipeline materials, tools, rubb9sh and iemporary structures and, leave the
co�struction site clean, to the satisfaction of the Engineer.
3.07 SCHEDULES [NO7 [lSED]
�NR OF SECTI�N
jNOT�S i0 SPECIFIER:
1. Be sure trenci� widths and em�edmen# details arre indeed shown on the drawir�as!
2. There is a Trenchinq and Beddina Detail Sheet Standard for use w9th this.
specification.
�4. Delete or modifv these no#es afte�e the aciions ha�e been Qerformed.]
irenching, �ac�Cfiiling, � P9pe �rnbedment [Starm Drains, lf!late�, & 5ewer �ines] 0��1i-S
J� 03-01-Q1
oz�ao ����+c� s����X
1.00 G�N�RAL
1,01 WORK INCLUDED
A. Triis specification co�sists of fhe basic requirements which the Contractor m�st comply with
�' in arder to pro�ide for the sa�ety and health of worke�s in a trench. This specificatian is for
the purpose of pro�iding minimum par€ormance specifications, and the Contracior shall
;' develop, design, and implemant the #rench safety system. The Contractor shaik bear the sole
.; reSpons9bility for the adequacy of the trench safety system and providing "a safe place to
` work" for the workman.
r
B. Should ihe #rench safety protection syskem �equire wider trenches than specified eksewhere,
�� the Contractor shali be-responsible for the costs associated with determining adequacy of
pipe bedding and class, as weH as, purchase and installat9an of altemate materials.
� 1,02 Ql1ALITY ASSURANCE [Nof Used]
1.03 SUBMi7TALS INat Used]
1.p4 STANDARDS
A. 'Fhe following standard sha11 be the minimum governing requirement of this specification and
' is hereby made-a pa�t af tF�is specifica#ian as if written in its entirety.
B. Occupational Safety and Health Standards - Exca�ations (29CFR Part 1926), U.S.
. Department of Labor, latest edition.
� C. Com�ly with the applicable Federal, Stafe, and loca� ru�es, regulations, and ordina�ces.
�.05 DEL�VERY AND 5iORAGE [Not Used]
1.Ofi JOB CONDITIONS [Not Used]
1.07 OPTIDNS [Not Used]
1.08 GUARANTEES [Not Used]
2.00 PRODIJCTS [NOi US�U]
�F ' 3.40 �X�C(lTION jNOT US�9]
�
�NO OF S�CiION
I�
�..�
f
�"rench Safety �2�2Q'�
J B-03-D�-Ol
022�� ,4CGR��Ai� �1L� C�ASS11�1CAi1QiVS
1.OQ G�N�RAL
1.�1 WORK INCLUDED
This section of the specifications describes the various classes crf Aggregake Fill. AI{ of the
efasses of Aggregate Fill canta�ned in this specifcatian may not t�e Used on this pro}ect, The
classes of AggregatE Flll used on ti�is project are shown on the drawings ar speci�ed in other
sections of ihe specifications. Tnis specification section does not include instailatio�. Installation
�f Aggregate Fil1 is included in other sections af the s�ecifcatians andlor on the drawings.
1.p2 QUALITY ASSURANCE
A. CLASSI�ICATION TESTING
1. CONTRACTOR T�5TiNG
a. Arrange and pay for tY�e services of an independent testing faboratory to sample and
test praposed Aggregate Fill materials,
b. Submit the test resul�s to the Engineer, and obtain approval prior to providing
Aggregate Fi!!.
_ 2. OWN�R TES7ING
Ths Owner shall arrange and pay for additio�al testing on the Aggr�gate Fifl after delivery
. to the project site as determined necessary by the Engineer. '
B. CONTAMINATION CER7IFICATl01�
1. �btain a writ#en, notarized certification from the Supplier of each proposed Aggregat� �ili
source statir�g khat #� the besi of the Supplier's knowledge and belief there nas nev�r
been contamination of the source with hazardaus or toxic materials.
2.� Submit these certifications to #he Engineer prior to proceeding ta furnish Aggregate Fill to
the site. The lack of sucf� cer#ification an a potential Aggregate FiH saurce shall be cause
for rejec#ian of that source.
1.t)3 5U8MiTTALS [NOT USE�]
1.04 STANIaARDS
Aggregate Fill shall be classif�ed inta the appropriate class {isted below according to ASTIUI testing
pracedures as specifed for the various classes.
A. American 5ociety for Testing Materials star�dards:
ASTM C33 Standard 5pecifications far Co�crete Aggregates
ASTM C88 Test Method for Saundness of Aggregates by Use of Sodium 5ulfate or
Magnesium Sulfate
ASTM C125 Terminoingy relating to concrete and concrete Aggregates
ASTM C131 Test Mett�od for Resistance to Degradation af 5mall-Size Coarse
Aggregate by Abrasion and impact in the Los Angeles Machine
ASTM C535 Test Methnd for Resistance to Degradation of Large-Size Coarse
Aggregate by Abrasian and lmpac# in the Los Angeles Mac�ine
ASTM D448 Classification for Sizes af Aggregate for Road and Bridge Construction"
1.05 DELIVERY AND STORAGE ENOT US�D]
Aggregate ��tl Classifications 0226fi-'f
LDS 14-9 �-93
1.06 J�B CD�1DITiORlS [NOT L�SEDj
1.07 OPTIONS [NOT USE�]
9.D8 Gl1ARANTEES [NOT US�C?]
2.00 PRODl1CTS
2.09 MATE�tIALS; CLASSiFlCATIONS
A. CLASS 1 AGGREGAT� FILL: Consist of durable particles of crushed stone free of siit, clay,
or otl�er unsuitable materials and have a percentage of wear of not more than A�0% when
tested in accorda�ce with ASTM C131 or C535. Wh�n material is subjected ta fi�e (5} cycles
of the sadiurn sulfate saundness tEst in accordance with ASTM CS&, Sodiurr3 5ulfate So�ution,
fhe weighted percentage af loss shall nat sxceed 12%. The source of the material shall be
approved by the Engineer and meet the fallowing gradation in accordance with ASTM
D448, size number 57:
�i�':'p Si�� �^'�.auf� ���n�F1�i
�-��2„
1"
1/2"
�ko. 4
No. 8
P��Ce�]f ??�5i�7g
10Q
95 - 10�
25 - 60
Q- 1Q
0- 5
B. CLASS 2 AGGREGATE F1L�: Consist o# durable particles of crushed stone free of silt, clay,
or oth'er unsuitable materials and have a percentage af wear af not mnre than 40% w�en
tested in accardance with ASTM Method C�31 ar C53�. When material i5 subjected to five
(5) cycles of the sodium sulfate soundness test in accordance witY� ASTM C88, Sodium
Sulfate Solution, the weight�d percentage of loss shall r�at exceed 92%. ihe source af the
materia� shall be approved by the Engineer and meet the following gradation in accordance
wit1� ASTM D448, size �um6er 67;
�i.eve Sfz� 5q��re �r�ni�rg erc��t �ssln€�—
'I' 1 D�
314" 90 - 'i 00
318" 2Q - 55
No. �4 0 - 10
No. 8 0 - 5
C. CLASS 3 AGGREGATE �ILL: Consist of �urable particles of crushed stone free of silt, cEay,
or other unsuiiable materiais and have a percentage of wear of not more than 4D% when
tested in accordance with ASTM C131 or C535. When materiaf is subjected to f�e (5) cycles
of the sodium sulfate soundness test in accordance with ASTM C88, Sodiurrt Sulfate Solution,
the weighted percentage of loss shall not exceed 12°10. The source of the materiai shall be
approved by the �ngin�er and meet the fallowing gradatian in accordanc� with ASTM
D448, size number 7:
_�'���i� '�:�e �qua�� O�enie�g ���ent assing
314" � 10a
112" 90 - 100
3/8" 4� - 7{}
No. 4 0 - 15
No. 8 0 - 5
Aggregate Fil! Classifications ati���-�
LDS 10-18-93
Q. CLASS 4 AGGREGAT� F1LL: Cor�sist afi durable particles af cr�shed stQne free of silt, clay,
or other unsuitable materiaf� and have a percentage of wear of not more khan 40% when
tested in accordance with ASTM C131 or C535. Whe� material is subjected to �ive (�) cyclas
of th� sadium sulfate soundness test in accordance wi�h ASTM Me#hod C88, Sodium Sulfate
Solution, the weighted percentage of lass shall not exceed 12°k. The source of the material
shall be appr�ved by the �ngineer and meet th� following gradation in accordance with AS7M
D448, size number 467:
�'leVe ��L� �C�U3�F4 Op�llll�'s� F'�r.r.4*if P�55iflg
�' � oa
�-�rz�� s� - �ao
314" 35 - 7Q
318" 1 Q - 3Q
No. 4 p - �
E. CLASS 5 AGGREGAT� FILL: Cansist af durab�e particles of crushed stone free nf silt, clay,
or other unsuitable maierials and hav� a percenfage of w�ar of not more than 40% when
tested in accordance with ASTM C131 or C535. Wh�n material fs sub�ected to five (5) cycles
of the sodium sulfate saundness test in ac�wdance with ASTM C88, Sodium 5ulfate Solution,
tne weighted percentage of loss shall not exc�ed 12%. The source vf the materie] shall �e
apprvved by the �ngineer and meet the following gradation in accordance with ASTM
D448, size numb�r 35i:
5ipve Si?? S, iiare•=0pening
2 � IZ"
2��
�,�
912'�
�Io. �4
Pu��?n# �3g�in{� `
100
95 -1 OD
35 - 70
10 - 30
Q- 5
F. Cf..ASS 6 AGGREGATE F1LL: Cansist of durable particles of crushed stane free af silt, clay,
or other unsuitable materials and have a percentage af wear o� not more than 4D% when
tested in accordance with ASTM C�31 or C535. When materiaf is subjected to f�e (5) cycles
of the sadium suifate soundness test in accordance witt� ASTAfl C88, Sodium Sulfate Solution,
the weighted percentage of loss shall not exceed 'k2%. ihe source of the material shai! be
approved by the Engineer and meet the following gradation in accordan�e with ASTM
D448, size number 1:
.� i�'��y ��IZE'. '��iw�ara' Cj}�' E�nin g :
��
3-1l2"
2-1�2,�
1-112"
314"
�'�rr.nn� ��55!l1I�;
1 {�d
so - � o0
2s - �o
a- �s
0- 5
G. CLASS 7 AGGR�GAT� �fL�: Cnnsist of dura�le particles af crushed stone free of silt, clay,
ar other unsuiiable rnaterials a�d shall have a percentage of wear of not more t�an 4Q% when
tested in accorda�ce with ASTN! C131 or C535. When m�terial is subjected to five (5} cycles
of the sodiur� sulfate soundness t�st in accordance with ASTM CB�, Sadium Sulfate So{ution,
tne weighted percentage of lass shall not exceed 12%. Ths source af the material shal[ be
approved by the Engineer and meet the falfowing grad�tion in accordance with ASTM D448,
size number 6:
�'i�v�-�j���:Snrla'r� Op�f�1f�� FErw�?1#��P�SS1►1�:.:; �
�" � 100
314" � 90 - 9 00 l
Agg�egate Fill Classifieations 0�2�6-3
��S 1 Q-�I 8-93
1J2" �0 - 5�
318" � D - T 5
Na. 4 D - 5
h!. CLASS 8 AGGREGATE �lLL: Consist of durable particlEs af cr�tst�ed stone free of silt, clay,
or other uns�itabie materials and shall have a percentage of wear of nat mare khan 40% when
iested in accordance with ASTM C13� or C53S. When material is subjected to five (5) cycles
of the sadi�m sul#ate soundness test in accordance wit� ASi'M C88, Sodium 8ulfate Solution,
the weighted percentage of loss shali not exceed Z2°/a. �he source of the materiai shall be
appro�ed by the Engineer and meet t�e �oilowing gradation in accordance w�th AS7M D448,
size number 56:
�i�ve ��� �c� usf�e �oeriin� Pe�cent P�ssir�r�
1-1l2" '100
1 " 9Q -100
314" 40 - 85
� /�" 10 - 40
318" 0 - 15
Na. 4 0 - 5
CLASS 9 AGGREGATE FILL: Consist of washed and screened �gravel and natural sarsds or
sands manufaciured by crusning stones complying with the requireme�ts af ASTM C33,
"Standard 5pecificatians �or Concrete Aggregates", except that the gradation shall �e as
follows:
�Jk.'V� �1ZC•' S �=.�Yra �Jpe�ing P'arCE:flt'PBS�iii�
��2" 1 QO
31g" 95 - 100
No. 4 80 - 95
No. 8 65 - 85
No. 46 5� - 75
No. 30 25 - 6D
No. 50 10 - 30
Na. 10Q 0 - 10
Class 9 Aggregate Fill shall have not more than 45% passing any sisve and retained an the
next consecuti�e sieve of those shawn abave, and its �inen�ss modulus, as defined in ASTM
C125, shal� be not less than 2.3 nor more ti�an 3.1.
CIASS 10 AGGREGAT� FILL: CoRsist of wash�d and scresned natural sands or sands
manufactured by crushi�g siones complying with the requirements and tests of "Standard
5pec�fications far Concrete Aggregates", ASTM C33, The gradation as included in ASTM
C33 is as fallows:
�,Ir+vg �I�d ��LI�f� DP��lii.l� P„n. rr�fl# P�355.fz�
3is�� � o0
No. �4 � 95 -14Q
Na. 8 84 - 100
No. 96 50 - 8�
No. 30 25 - 6a
No. �D 1 � - 3D
Na. 1 QO 2-� �
Ctass 1 a Aggregate Fill shail have nat more than 45% passing any s'reve and retained an the
next consecutive sie�e af those shawn abave, and its fi�eness modulus, as defi�ed in ASTM
C125, shall be not lEss than 2.3 nar more than 3.1.
K. CLASS 11 AGGREGATE FILL: Consist of durable par#icles of crus�ed stone free of silt, ckay,
or otY�er unsuitabie rnateria! a�d have a percentage of wear of not mare than A�0% when
tested in accordance with ASTM C131 or C535. When materiai is subjected to five {5} cycles
Aggregate Fill Cjassifications p2256�
LD5 '1 a-18-93
of ti�e sodium sulfate 5oundness test �n accordance with ASTM C88, Sodiurn Sulfate Soi�tion,
the weightsd percentage of loss shall nnt exceed 12%. The saurce of the material shall be
appraved by the Engineer and meet the following gradation:
S�eve ��z� ��ua�� ���,��iri�
1-314"
718"
318"
Na. 4
No. 40
No. 1 DO
Per�e��t P�uYincj
1a0
65 - 90
50 - 7a
35 - 55
15 - 30
0 - 12 (Wet Sisve Method)
�. CLASS 12 AGGR�GATE FfLL_ Consist o# durable particles of crushed stone free of silt, clay,
ar other unsuitable materia] and have a percentage of wear of not more than 40°/n when
tested in accordance with AS�'M C139 or C535. When materiai is subjected ta five (5} cyci�s
of the sadiurri sulfate soundness test in accordanc� with ASTM C&8, 5odium Sulfate Solution,
the weighted percentage of loss shall not exc�ed 12%. T�e source of the materia! shall be
appro�ed by the Engineer a�d meet the following grada#io�:
�ipUp G�?�? -g �aare Opening,
1-�12"
1"
314"
318��
No. 4
No. 16
No. �00
P�rc�nt�P4ssing:: ��
100
85 -1 �0
6D - 95
50 - 80
40 - 65
20 - 40
0 - 12 (Wet 5ieve Metnod)
M. C�ASS 13 AGGREGAT� FILL: Consist ofi durable particles of crushed stone free of si1t, clay,
or other unsuitable materiai and have a percentage of wear of not mare than 40% when
tested in accordance with AS7M C� 31 or C535. When material is subjected ta five (5} cycles
of khe sodium sulfate saundness test in accardance wi#h ASTM C88, Sadium 5ulfate Solution,
the weighted percentage af lass shal! not exceed 12°/a. Th� source of the material shal� be
approvad by _the Engineer and shall meet the following gradation:
�I�Vt' �'.�.o Yy�ar.p ��v;llflg
1-314"
718"
318"
Na. 4
No. 40
No. 1fl0
�terant'P�G�in(� „ -'
140 �
65 - 90
50 - 70
35 - 55
15 - 30
0 - 3 (Wet Sisve Methad)
N. CLASS 14 AGGREGATE FIL�: Co�sist of durable particles of crushed stone #ree of silt, clay,
or other unsuitable rrEaterial and have a percentage of wear of�nat more tnan 40% when
tested in accordance with ASTM C131 �r C535. WY�e� material is su�jected to five (5) cycies
of the sodium sul�a#e soundness test in accordance with ASTM C88, Sodium Sulfate Solution;
tfie weighted percentage of lass shal[ not exceed 12%. The source of the materiai shall be
appro�ed by the �ngineer and meet the fol�owing gradation:
��BV� .�iiZE'�� Ll�f� �J�E'!"!Y�'
1 �/2'�
1"
314„
318"
No. 4
!Va 9B
Na. 100
�EYGGfYt P�Y.�'.�^f°,�;�
10Q
B5 - 10Q
60 - 95
50 - 80
40 - B5
20 - 40
D - 3 (Wet 5aeve Method)
AggPegate �ill Classifications
��S 10-18-83
�2266-5
0. CLASS 15 AGGREGATE F1LL: Consist af dura�Ee particles of silica sand, washed cl�an,
chemically inert, and packaged by the Supplier. The material shall rneet applicable regulatory
requirements for rnonitar well filter pack. The source of the material shall be appraved by the
Engineer and shaEl mee# the follpwing gradation requir�ments:
S��ve 5ize 5qu�r� op�r��rig
No. 20
No. 40
2,02 MIiC�S [NOT US�D]
2.D3 FABR{CA710NS jNOT US�D]
2.a4 MANUFACTURE� PRODUC�'S [NOi USED]
3.a0 �X�CUitQN jiVOT IISED]
Ef�D OF S�CTiON
-pe��er�t Passing
98 - 100
0- 2
AggPegate �ill Classifications ����6-�
�DS '1 U-15-93
0��63 C��iEX�IL� � �R�510N COI�TROL
1.00 G�N�e�A�
1.01 WO[�K {NCLUDED
Furnish iabar, mat�rials, equipment and incidentals necessary to install geotextile fabric. Use the
geotextile in erosion control applications under bedding stane or ri�rap alang channels, shores,
and waterways, and under slope protection along highway cut ar fill slopes as specified. The
geotextile st�all be design�d to aliow passage Qf water while retaining insiiu sail wiihout clogging.
1.02 QUALITY ASSURANC�
A. DESIGN GRITERIA
1. The geotextile fabric shall be inert to commonly encouniered chemicals, hydrocarbans,
mildew and rot resistant, resistant to ultraviolet light exposure, insect and rodent resistant,
and conform to the properCies in the following table.
2. The average roll rninimum �afue (weakest principal directian) for strength properties of
any individual ro�l tested from the rnanufacturing loi or lots of a particular shipment shall
be in excess of the average roll minimum value (weakest principa� direction) sf�pulated
herein.
iest Requirements:
P�ysi�a! ���^e,r.+��s
Grab Tensile 5trength"'
ASTM �4532 (Lbs)
Elongation at f-ailure"
ASTM D4632 (%)
Mullen Burst 5�rength
ASTM D3786 ( si]
Water �low Ra�e
(y�al/minlft2) ASTM D4491
/�US(D95� mm, �ASTM D4751
Trapezoi Tear Strength"'
ASTM D4533 (Lbs.)
Perrneability k
�cm/sec) ASTM �4491
uncture Resis#ance
ASTM D�F833 imodified) (Lbs.)
�4�vraqe Roll i�"iF�i^�:.;^� !�a!!�P
�VV�akesl Pr�^c�oL� f�ir�ction}'
200
i5
32d
60
0.25
54
0.1
90
B. PACKING AND IDEEVTlFICATION R�QUIREMENTS
Provide the geotextile in ralls wrapped with protective covering to protect the geotextile from
mud, dirt, dust, and debris. The geotextile shall be free o# defects or flaws ►ivhich significantly
affect its physical properties. Label each roll of geotextile in the shipment with a number or
symbol to identify that production ri.rn.
C. SAMPLING AND COMPLIANC� REQUIREMENTS
A competent laboratory must be maintained by the produc�r of the geotextile at th� p�Ent of
manufacture to insure quality contra� in accordance with ASTM testing procedures. The
labaratory shall mairttain recards of its quality control resuits and provide a manufacturer`s
certificate upon request to the Engineer prior to shipment. TF�e certificate shall include:
1. Name of manufacturer
2. Chemical comp�sition
3. Product descrip#ion
Geotext�ie � �rosion Control 0��63�1
FiW00244
4, S#atement of compliance to specification requirements
5. Signature of legally authorized o#ficiai attesting to #he information req�ired
1 A3 SUHMITTALS
Submittals shall include:
A. Manufacturer's product data
B. Manufacturer's installation instruations
C. Record Data
q. Sampies
1.a� STANDARDS �NOT EJSEQj
1.05 DEL�VERY ANp STORAG� [NOT USEDj
1.Q6 JOB CONDITIONS jNOT US�D]
1.d7 OPiIONS [NOT IiSED]
1.08 GUARANTE�S [NOT USED]
Z.00 PRo�uc�s
2.01 MATERIALS
GEOT�XTILE: Nan-woven fabric consisting af U.V. stabilized pofypropyl�n�, formed into a stab[e
network by needle punching.
2.02 MIX�S [NO�f US�D]
2.03 �ABRICATIONS [NOT LfSED]
2.04 MA�fUFACTURED PR�DUCTS [NOT �SED]
3.U0 EXECUTION
3.01 PR�PARATION [NOT US�Dj
3.02 INSTALLATION
A. Exposure of geotextiles ta the elements betweer� laydown and co�er sY�all be a max�mum nf
14 days to minimize damage �otentiaL [nstal[ the geotextile fabric in accordance with the
p�ans. Canstruction �ehicles wil� noi be ai[owed ta trafific directly on tne fabric. Place and
anchor geotextile on a smooth graded surface appro�ed by the Engine�r. The geote�ctife shall
be placed sa that placement of the overlying materials wil! not excessively stretch ar t�:ar the
fabric. Anchoring of the terminal ends of the geotextile s�all be accomplisF�ed through th� u5e
of key trenches or aprons at the crest and the toe of the skope, Successi�e geatextile sh�ets
shall be overlapp�d so that the upstream sheet is placed a�er the downstrearrE sheet and/or
upslope a�er downslope. ln underwater applications, the geotextile and required thickness of
backfial material shall be placed the same day. The geotextile shall be placed so that
Geatextils - �rasion Coniral O��fi3-�
Ff W00�44
ai
placement of the overkying materials wifl not excessively strefch or tear the fabric. Overlaps
.when necessary shall be 12" minimum except whe� placed �nder wa#er where the overlap
shall be a minimum of 36". Use securing pins when necessary to ir�sure proper anehoring of
the fabric, witF� securing pins spaced at 5' to 10' centers. Securing pins shal{ be 3116" steel
bars, pointed at one end and fabricated with a head to retain a steel washer ha�ing an outside
diarneter afi nvt less ihan 1-1l2". The pin length shall not be less than 19". U-shaped pins ar
speciai staples shall be an acceptable option, if approved by the �ngineer.
B. The backfill place�r►ent shall begin at the tae and proceed up the sla}�e. Baek-d�mp #he
aggregate onto the fabric and spread in a uniform iift maintaining design aggregate thickness.
A�aid over-stressing the soil by utilizing equipmerit in spreading and dumping that exe�ts oniy
rnoderate pressures an the soil. Sev�re rutting at the fime of placement is an indication of
nver-stressing the so�l. Such soil aver-stressing must be avoided. Increasing aggregate
depths and reducing loads are two methods of redueing }�ressures on the soil. Fill any ruts
that develop during spreading or compacting with additionak aggregate ra#her than blading
from surrounding areas. -
C. Either sewing or o�erla�ping shaEl join the geoiextile. Seams shall be subj�ct to the approval
o# the Engineer. (7amaged geotextile shall be repaired with geotextile patch, placed over the
damaged area and extended 3' beyond the perimeter of the tear or damage.
3.D3 FI�LD QU,4LI7Y CONTROL [N�T USED]
3.Q4 CL�AN AND AD,}UST [NOT USED]
3.D5 SCHEDUL�S [NOT US�Dj
�1VD 0� S�CiION
�
Ceot�xtile - Erasion Gnntrol
FiWD0244
02�fi3-3
o�aY� Ri���►� �N� ����i�� nna���s��
1.00 1.00 GEN�RA�.
1.01 WORK INCLUD�D
Furnish labor, materiafs, equipment, tools and inci�entals necessary to pro�uce and place the
riprap and bedding material.
1.02 QUALITY AS5URANC� [lVOT USED]
1.03 SlJBMITTALS
Submittals shall inckude soundness, gradatian, and unit weight.
1.0�1 STANDAR�S
Sampfing and testing of material shall be En compliance wif� khe latest revision of th� fflAowing
excepi where specifically madified:
AS7M C-88 "S#andard Specification for 5oun�ness of Aggregates �y Use af Sodium
Sulfate or Magnesium Sulfate"
ASTM C-127 "Stan�ard Specificatfon far 5�ecific Gravity and Absorption of Coarse
Aggragates"
ASTf� C-136 "Star�dard 5pecification for Sieve Analysis of Fine and Coarse Aggrega#es"
1.Q5 DEL.IVERY AND STORAGE; RIPRAP S70CKPlL�
Riprap temporariEy s#ockpiled for canstruction purposes shaEi be located in an area approved by
the Owner. Riprap mater9als shall not be lacated so as to block ar restrict equipment and vehicl�
access to existing structures.
9.Q6 JOB C�NDITIONS [Nc1T IJSED]
1,07 OPiIONS [NUT USEa]
1.08 GI�ARANTEES [NOT USED]
2.00 PRODUCTS
2.01 MATERIALS
A. BEDD{NG MATERIAL
9. Bedding material shall be crushed stone, gravel or a blend of crushed stone and gravel.
8edding material shakl be composed of tough durable particfes; shail be reasonabky free
from thin, f1at, and elongated pieees; shajl be u�ell graded between the prescribed limits,
and shall contain no arganic ma##er ar so�t, friab{e particles in quan#ities cor�sidered
objectionable by the Owner.
2. BeddEng mater9al shell have a loss of less tnan eigh#een (98°/n} percent weighted average
at five (5) cycles when tested for saundness in magnesi�m sulfate in accordance with
ASTM C-88 using particles passing a 2-112" sieve and retained on a 1-1l2" sieve. After
final drying; the material shall be screened over the 1-114" sieUe. A minimum of one (1)
soundr�ess iest si�all be performed on materials delivered to the site.
3. Sedding rt�aterial shall have a gradation of Class 6 aggregate fiil when tested in
accordance with ASTM C-136. The mat�rial shall not be skip graded, scalped af c�rtai�
Riprap and Beddirtg 11�aterial 022�1-1
LAR01509 �
sizes, ar have other irregukarities which woul� be detrimental to the proper functioning o�
the bedding. Acceptance af bedding material shail be based on in-place gradations.
B. RIPRAP
1. 5to�e for riprap sha�f be durable and of a suitable quality to insure permanence in the
structure and in the climate which it is to be used. The stone sttall b� free from cracks,
seams, and other de�ects which would tend to increase unduly its deterioration from
natural causes and sha�� be reasonably well gradad between the prescribed limits as
specifi�d herein. �
2. Riprap shall have a minirr�um unit weight of 145 pounds per solid cubic foot based upon
t#�e bulk spEcifc gravity (saturated surface dry) when tesied in accordance with ASTM C-
127. A minimum af one (1) bulk specific gravity (saturated surface dry} shall be
performed on riprap material deli�ered ta ihe site.
3. Riprap shall have a loss of less than ejghteen (S8%) �erc�nt atter five �5) cycles when
tested for soundness in magnesium suifate in accordanc� with ASTM C-88. The test
shall be run using particle� passing a 2-112" sieve and retained on a 1-1/2" sieve. After
final drying, the rnaterial shall be screened a�er the 1-1l4" sie�e. A minimum� of ane (1)
soundness in rr�agnesiur� sulfate test shall be performed on nprap material de3i�ered to
the site.
4. Riprap gradatian shall be �as shown on the drawingsj [as given below]. Acceptance
of riprap rnater9al shal] be based upon in-place gradations.
5. [Additional Reyuirements:]
2.02 FABRICATIONS [NOT US��]
2.03 MANUFACT�R�D PRODUCTS
FILTER CtQTH: Filter cloth shall be Typar manufactured by DuPont, Supra manufactured by
Phill9ps Fibers Corporations, Bidirn manufactured by Monsanto, or other appraved equai. The
weight of khe materia� shall be at least 6 ounces per square yard. The material shall be
manufactured by a spinning process and shall have 85 percent of its pore siz�s smaller than 0.15
mm.
3.U0 EXECLlTlON
3.0� FaUiVDATIQN PREPARATION
Trim and dress areas on which bedding and riprap are to b� placed to conform to crass sections
shown on the drawings within an aifowabie tolerance of pl�ts or minus 2" fram the theoretical
slop� iines and grades. Where such areas are below the allowable minus tolerance timit, bring
areas to grads with campacted fill simikar to the adjacent material compacted to 95% standard
Procter density 9n lifits no greater than 10" or with well compacted bedding material.
3.02 FILTER CLOTM
Store and place filter cloth as 5pecified by the Manufacturer. Place the filter clath after the
foundation is prepared and cover imrr�ediately with bedding material. Make a mi�imum 24" lap
on all joints. R�pair or repi�ee any damaged filter clath as spscified by the Manufacturer.
3A3 BEDDING �LACEME�Ji'
Uniformly spread bedding material on the preparad surFace, in a satisfactory manner, ta the slope
lines and grades indicated on the drawings. Placing af material by dumping from top of slope ar
by any method which tends ta segregate particle sizes wiihin the bianket shall noi be permitted.
Repair any damage fo tY�e prepared surface or #ilter cloth during placing of the b�anket before
proceeding witf� the work. Com�act9on of the blanket will nat be required, but it shali be finished
to �resent a reasonably even sur#ace free fram mounds or w9ndraws.
3.D4 RIPRAP PLACEMENT
Riprap and Bedding Material D2273-2
l�AR41509 '
A. Place stone for ripraP an the blanket in such manner as to produce a reasonably we�l-graded
rnass of rock with the minimum practicable percentage of voids, and construct within the
spscified tolerance to the lines and grades shown on the drawings or staked in ihe field. A
tolerance of plus 6" or minus 0" fram the sfope lines and grades shown on the draw9ngs shall
be allowed in fh� flnished surfaee of the riprap. Place riprap ta its full course thickness at one
operation and in such a manner as #o avoid displacing the blanket materiaL Distribute the
larger stanes evenly and conform the entire mass of storres in their final position to the
specified gradation.
B. The finished riprap shall be free from objeetionable pockets of sma11 stones and ciusters of
larger stones. Pface �iprap loads afong horizontal rows and pragress up the slope. Place
each load against previously placed riprap. Placing riprap in layers shall not be permitted.
Placing riprep by dumping firorn iop of slope, dumping into ehuies, or by similar metho�s
likely to cause segregation of the various sizes shaEl not be permitted. The desired distri-
bution af the various sizes of stanes tY�roughout the mass shall be abtained by methads-of
.placement which produces the specified results. Rearrange indiv9dual stones by mechenica!
equipment or by hand to the extent necessary to obtain a reasonably well graded distribution
o# stone sizes. Maintain the riprap protection until accepted and replace any material
d9splaced by any cause ta the li�es and �grades shown on the.drawings.
3.Q5 FIELD QUALITY C�NTROL; TES7iNG
The Contractor shall be responsibie for prvviding all testing ka demonstrate compliance with the
requirements of the Contract Documents. Gradation testing of the r9�arap and bedding materia3s
sha�l be performed an all the materials within a 1 Q' x 10' square area designated by the Engineer.
Gradation tests shal� �e representative of no greater than one-third of the material placed. The
C�ntractar shall bear all costs, including additional testing, of the correction of materials which fail
to meet the requiremen#s of the Contract Docum�nts.
3.06 � CLEAN AND ADJUST [NOi US�Q]
3.47 SCH�DULES [N�T LlS�D]
END OF S�CTION
A�PENDIX A
M�ASUREMENT AND PAYM�NT
A. MEASUR�MENT
Riprap and bedding that is pfaced shall'be computed i� place ta the lines, slapes, dimensions
and grades iridicated on the drawings or modified by the Ow�er, and on the basis of tY�e
pr�scribed thicknass meas�re� perpendicuiar to the slope or surface on whicl� it is placed.
Filter cloth shall not be measured.
B. PAYMEN7
EROSION PROTECTIDN
Payment for the rip rap and bedding material �kaced shali 6e made at the contract price
per cub�cyard bid far "R�p Rap". Payment si�af! be full comper�sation for labor,
equipment, and materials, and for perForming all aperatians necsssary to furnish, place,
and test the rEp rap and bedding as specified and as indicated on the drawings. There
shall be no separate payment for flter cloth and its cost should be included in " Rip Rap".
Riprap and �edding Material �22�1'�
�Af�01509
0�404 SU���RINS
1.00 G�N��A�
1.a1 WORK iNCLUDED
Furnish fabor, materials, equiprnent and inciden#als necessary ta instail pipe sub�rains to collect
trapped seepage under storm water detention pond pa�ing as indicated.
, ' 1.02 QUALIiY ASSURANC� [NOT USED]
1,Q3 Sl1BM1TTAL5
Submittais shall incEude manufacturer's data and certifications, recommended jointing procedures,
` and record data.
�
i.b4 S7ANDARDS
� The applicahle pravisions of the following standxrds shall apply as if written here in their entirety:
ASTM D-1784 "Specification for Rigid Poiy(Vinyl Ghforide) (PVC) Compounds and
` Chlorinated Poly(Vinyl Chloride) (GPVC} Compounds"
ASTM D-2241 °Specification fo� Poly(Vinyl Chlaride) (PVC) Pressure- Rated Pipe
�' (5DR-Series)"
i.q5 DELIIIERYANDSTORAGE
' Da not store PVC underdrain pip� materials in open sunlight for excessively long periods of time.
1.06 JOB CONDITIQNS [fV07 US�D]
i 1.07 OPTIONS [NOT US�17]
� �.08 GUARANTEES [NOT USED]
2.U0 PRODUC�S
� ' 2A1 MATERIALS
, A. DRAIlVAGE PIPE �OFS SUBDRAINB
. 1. The pipe, fiitings and connec#ions sha11 be PVC conforming to AS7M D-�784 and ASTM
D-2241, 160 psi rating. Joints and fittings shal{ be rubber gasket type.
- 2. The perfarated drainage pipe shall ha�e 1/2" diameter holes at 4" on center in two (2)
� rows, one {�) on either side of ihe vertical centerline and separated on the bottom of the
�' pipe �iy an arc af 120 degrees.
3. The collector pipes shall be solid wall withaut perforations.
B. FILTER AGGREGATE: Class 'E aggregate fill as specifiied in Sectian 02256, AGGREGATE
` FIL� G�ASSIFICATIDNS.
2.02 MIXES [NOT US�D]
2.03 FABRICAi'1DNS [NOT USED]
5ubdrains 02404�1
i F7° W8D244
2.04 MANUFACTUF�ED PRODUCiS [NQT USED]
3.00 �X��l1YlON
3.�1 PREPARATION
Inform the Engineer af the time sequence for installing the drainage system.
3A2 1N5TALLATION
A. PERFORATED PiPE DRAINS
lnstall the �VC pipe drains as indicated.
B. GEO7EXTILE
Install the geotextife in tl�e structural subdrain system as indicated on the plans.
C. DRAlNAGE AGGREGAT� AND RRAfNAGE PIP�
�, Install the c�rainage aggregate over the geotexti{e in tY�e prepared subgrade trench as
indicated. Take care ta pre�ent contamination of the drainage aggregate with sail.
Gompact the dtainage aggregate in 4" layers with a vibratary plate power �and
compactor.
2. The drainage pipe and collector pipe shall be of the sizes and locations as indica#ed.
Install the pi�e in conjunction with the drainage installed in conjunction vvith the drainage
aggregate so that damage to the pipe 9s prevented and no inter�erence with compaction
af the aggregate occurs. Prior to installation, mar�C t�e vertical centerline on the top of
each section of perforated pipe, with a waterproaf felt-tipped marker or other suitabie
de�ice, to faciNtate verificatian that the per€orations are properly orien#�d. Provide fittings
af the proper type at bends and junctions in th� drainage pipe and collectar pipe. The
geotexti{e shall be secured to the collector pipe at the terminat�on of the drainage
aggregate with waterproof adhesive and hea�y duty vinyl tape.
3. Prpvide the copector pipe outlets with concrete encasement, drain screens and stone
riprap erosion protection as indicated. Place the stone riprap by hand as required to
canfarm to the lines and grades as indicated on the pla�s.
3.03 FI�LD QUALITY CON7ROL [NOT USED]
3.04 CL�AN AND ADJUST (NOT USEDj
3.05 SCHEDIlLES [NOT USED�
�ND O� S�C�ION
Subdrains 02444-2
�iWQ0244
r
��00 IV�IS��LLAIV�OUS IUI�iAL�
�.oa ��N����
'[.�i WORK INCLUDED
Furnish labvr, materials, equipment and inci�entafs necessary to fabricate and ir�stali
misceflaneous metals and other arnamental or specialty work. Furnish hang�rs, suppor�, and
brackets necessary to fasten other work.
1.02 QUALITY ASSURANCE
Field welding shall be performe� by experienced operators, aualif�ed in conformance with
"Standard Qualifications f'rocedure" of the�AWS "Structural Welding Cods".
1.Q3 SUBMITTALS
� 5ubmittals shall include:
, A. Shop drawings showing fabricated items
! S. Product data sheets for man�faciured components
�' C. List as necessary
�
1.04 REFER�NCES AND STANDARDS
A. The applicable pro�isians of the fo[lawing standards si�all apply as if writtan here in their
_ entirety:
� B. Federal Specifications {Fed 5pec):
! FF-B-561 D Bolt, (Screw) Lag
FF-P-575C Bolt, Hexagon and Square -
FF-B-588C Bolt, Toggle, and Expansion Sleeve, Screw
�: FF-S-85 Screws, Gap, Slatted and Hexagon-Head
FF-S-92 Screws, Machine: 5lotted, Cross-Recessed or Hexagon Head
• �F-N-1056 Nails, Brads, Staples and Spikes, Wire, cut and Wrougt�t
' l FF-N-836D Nuts, Square, Hexagon, Cap, 51ott�d, Castle Knur{ed, Welding and
� Single Bafl Seat
F�-P-395 Power Actuated Dri�e Pins
' F�-S-'I 1 � Screw, Wood
, FF-S-325 Shield, Expansion: Nail, Expansion; and Nail, Drive Screw (Devices,
Anchoring, Masonry)
. FF-W-84 Washers, Lock {Spring)
RR-G-661 Gratings, Me#al
° Tf-P-6�S Prirrzer, Paint, Zinc Chromat�, Alkyd Type
TT-V-51 Varnish; Asp�alt
� . C. The Aluminum Association (AA) publicatians:
� 5AA-46 5tandards for Architectural Aluminum
DAF-45 Desigr�atian 5ystem far Aluminum Finishes
ABH-21 Aluminum Brazing Handbook
� ADS-1 Aluminum Standards and Data
D. American Society #or Testing and Materials (ASTM) pub[ications:
Miscellaneous Metals 0580Q�1
�iWpd244
ASTM A36
ASTM A53
ASTM A120
ASTM AS23
ASTM A153
ASTM A325
AS7M A354
ASiM A490
ASTM A525
ASTM 83p8
Specification for Structural 5teel
S�ecification for Welded and Seamless Steel Pipe
Specification far B1ack and Hat-Dipped �inc Coat�d Welded and
Seamless Steel Pipe for Ordinary Llses
Specification for Zinc (Hat-Galvanized) Coatings on Products
Fabricated from Roped, Pressed, and Farged 5teel 5ha}�es, Plates,
Bars, and S#rip �
Spacification for Zinc Coating (Hot Dip) on Iron and Steel Hardware
Specification for High Strength Bolts for Structural Steel Jaints
Specification for Qu�nched and Tempered Alloy 5teel Bolfs and
Studs with Suitable Nuts
Sp�eiiications for Quanched anci Tempered Alloy Steel Bolts and
Studs with 5uita�fe Nuts
Specif9cation for Genera! Requirements for Steel Sheet, Zinc-Coated
(Galvanized) by the Hot-Dip Process
Specification far Alurnin�m Alloy 5tandard S#ructural Shapes, Rolled
or Extruded
�. Am�rican National Standards lnstitute (ANSI) publication:
ANSI A� A-.3 Safety Code for Fixed Ladders
F. American Welding Society {AWS) standard:
AWS D1.1 Structural We[ding Code - Steel
AW5 D1.2 Structural We{ding Cade - Aluminum
AWS D1.3 Structural WeEding Cade - Sheei 5tee1
G. Steel Str�ctures Painting Cauncil (SSPC) publications:
Steel Structures Painting Manual, Volume 2
H. fVationaf Associatian of Architectural Metal Manufacturers Association {NAAMA) publications:
AMP 540 Metal Finishes Manual
AMP 544 Finishes for Carbon Stee[ and Iron
"Stair Manual"
1.05 DELIVERY AND STORAGE
Ship expansion joints to site in protective coverings. A[I aluminum which wi!! be expased to view
shall have strippable protective co�erings applied at the factory and remaved after er�ction,
1.06 JOB COND[TIONS
A. Contractar shall �eri�y dimensions and take field measurements nec�ssary to e�tab[ish size
and cannections priar to fabrication. Provide any anchors, brack�ts, supports, braces,
connections and fasteners necessary to assemble the various components and anchor inio
position into, or anto, the structure.
B, �ach component sF�all be af adequate size and strength necessary to fu1fi11 its function.
Fai�ure of any part af the assembly Es cause to reject the entire component, Componeni shall
be assembled �n a neat an� substantial manner. Joints exposed to the weather shail be
fvrmed in a manner to exclude water. �
C. Provide misc�llaneous plates, braefCets, frarnes, anchors and otF�er stee! fabrications as
indicated on the drawings or required to make connections to eomponents furnished under
other sections of the specificatians,
� .C17 OPTIONS jNDT USED}
Miscellanenus Metals O��OOd�
��WOQ244
�
i�
1.08 GUARANTEES [NOT US�D]
2.ao PRopUCis
2.01 MATERIALS
A. STRUCTURAL STEEL: ASTM A36 hav�ng a minimum yisld strength of not less than 38,000
psi.
B. MISCELLANEQUS STE�L; Ralled sF�apes complying with ASTM A36; plates and bars
compfying with ASTM A28�4.
C. STFiUCTURAL CAST STEEL: Conforming to ASTM A148, Grade 80-50.
D. GENERAL PURPOSE CAST STE�L: Conforming to ASTM A27, Grade 65-35.
7
� E. ST��L FORGlNG: General purpose, confiorming to ASTM ABBS, Class C or F.
I
F. CAST IRON: Soft, gray iron, conforming to ASTM A48, Class 30, has 30,OD0 psi tensile
strength.
�
G. GALVANIZING: Hot dipped, canfarming #o ASTM A�23 and A386.
H. WELDENG E��CTRODES: Appropriate for the intended usage. Electrodes for arc welding
- shali be series E70.
: I. ALUMfNUM: Appropriate for ihe i�tended usage. Alloys shal� comply with the following:
= ALL4YE L1SAG�
6061 Extruded or rolled structural shapes
� 6�6� �xtrusions, general {Pipe rails)
� 3003 Sheet, tube or pipe
5005 General purpase sheet
5056 Nails ar�d F�ivets
a 2024 Scr�ws, balts and n�ats
�
J. STAINLE55 STEEL: Apprapriaie #or the intended usage, complies with AI51 iype [30011 �01
., (17%f7%)1/302 (18%/8%}.] Finish shall be [ No. 2, Dull f 1/ No. 3, Bright, ll No. 4, Poiished].
� K. FASTENERS: Appropriate for the intencied usage. Fasteners used with gaivanized steel
sfiall i�e zinc coated, fasteners used on non-ferro�s metal shall be bronze or brass.
� ; Fasteners shall include:
�� 1. Steel Bol#s - Low carbon steel complying with ASTM A307 or A325.
2. Na91s and Spikes - Fasteners com�lying with Fed. Spec. IV. FF-P-fi36.
; � 3. Self Drilfing Fasteners (SDF) - Corrosive resistant, hex-headed drill pointed, size as
appropriate.
` 4. Paw�r Activated Fasten�rs (PAFj - Tempered A-i 5� steel with a minimum tensife
strength of 270,OOD psi, complying with Fed. Spec. - P3958, Ramset, Hilti, or ap{�ro�ed
equal.
< 5. Sleeve Bolts - Molly "Parasleeve" or Ramse# "DynabolY`.
B. Goncrete �xpansian Balts - Hilti °KwikBolt".
� � 7. CMI� Fastener - Hilti °KwikTog".
• 8. Metai Deck Fasteners - Corrosi�e resistant, hexheaded, drill.pointed fasteners, Teks or
` equal.
9. Self-Drilling Anahors Bolts - Zinc-plated, �ase hardened body with expanding �lug,
Ramset "RamDriEf" or Hilti "HH5",
Miscelianeous Metals 0��00-3
FTW00�44
L. STEEL PI��: Welded or seamaess types, s#andard weight, Schedule 44 steel tubing
conforming ta ASTM A53. Steef tube shall conform to ASTM A500, Grade B.
M. ANCHORS AND BOLTS: Anchars and holts shafl be stainless stee{ cadmium plated ar
appro�ed eq�tal.
N. STLlD ANCHORS: Stainless steei, type i8-8 anchars as manufactured by Nelson Stud
Anchors, or equal.
O. ST�EL PLATE: Furnish steel plate for fabrication as indicated or� the drawings, Furnish �/4"
or �18" thick checkered steel plate where indicated.
P. ZINC-RICH COATING: Specia[fy formufated compound confiorming to Na�y 5pecification
MEL-P-21035 that wil[ produce a coating of appraximately 3,0 mils thickness containing not
Iess than 95°/a zinc when applied in one (i ) coat according to the manufacturer's instruction.
Q. BITUMINOUS PAINi: Hea�y bodied asphalt based paint conforming to military specification
MIL-P-6883 or �ed Spec T�-V-5�i.
R. SHOP PAINT: Shop paint sha11 bE suitable as a primer for the finish coats as specified in
Section 09�01, ARCHIT�CTURAL PAINTING. Gontractor shall aoordinate. Generally, shap
paint shall be a rust inhibiter metal primer for misceflaneous steel, TN�MEC #99 for struciural
components.
2.02 MIXES [NOT USEQ]
2.03 FABRICAT10N5
A. Fabricated componen#s shall ba assembled in the shop whene�ar possible. Steel shapes
shall be cui to accurate size with sharp lines and smooth sur�aces. Thickness of inetal and
general canstruction sha11 be adequa#e to witE�stand the stresses i�npased on the component.
Provide lugs and brackets necessary for connecting to other components.
B. Connections shail be secure, either welded orfastened with bolts ar rivets. Where the
component is fo be exposed to �iew, connections shall �e by vvelding with the wefds ground
smooth. Make u� threaded connections tightly so that threads will he sntireky concealed by
fittir�gs. Rivets, bolts, or machine screws may ba �ased for field cvnrrectians. Visi�le rivets,
bolts, screws, etc., may have flush or oval heads and shaEl be countersun�C. Seal-weld �isi6ie
joints and exposed joints th�ir entira length. Other joints may be spot or skip welded unless
shown atherwise, or unles� they must be continuaus,
C. Holes far bolts and screws shall be drill�d or punched. Mismatehed holes shall not be
allowed. Fasteners shall be concealed where�er possibls. Exposed fasteners shall be of
compatible materials and sha[[ matc� color and finish or surrounding materials. Drill, punch,
cut and tap ste�l as raquired for anchoring or accommodating the work of other trades as
shown or where si�awn on the shap drawings. .
D. Struct�ral fabricatians shall be made of standard rolied sha�es, plates, bars, or strips.
2.�4 GRATING
STEEL GRATING: Steel grating shall be as noted on the drawings.
3.00 �X�CUiION
Miscellaneaus Metals 05500�4
�`TWD0244
3.D1 PRE!'ARAT1DiV
Inspect surfaces to receive metal camponents. Asc�rtain that surfaoes are suitable for the
attachmen� of the componer�t.
3.02 FASTENERS
A. �urnish the appropriate type of fastener for the application. Fasteners shall be of the type and
material proper far intended use and in sufficient quantity for the spacing, Concrete anchors
shafl be stainkess steel.
3.�3 FI�LD QUAI.[TY CONTROL [NOT USED]
3.04 CLEANING AND PAINTING
A. clean all surfaces, remove rust and prepare �or painting. Surfaces which wiN be inaccessible
aft�r fabrication or erection shall be painted prior #o insiallatio�.
8. Except for galvan�zed s#eel and items speeifically noted not to be painted, all rriiscellaneous
metal component shall receive a shop coat of paint. Paint shap be a}�plied by brush or spray,
applied uniforrnly without runs or drips.
C. Any fasi�n�rs ar miscellaneous camponents appiied on galvanized fa�rications shall be
galvaniz�d, chrome-piated, or a#herwise shall be painted with zinc-rich coatings.
D. Dissimilar materials: Where dissimilar metals are in contact, ar w�er� aluminum is in contact
with concrete, mortar, masanry, pressure-#reated wood or absorptive materials su�ject to
wetting, the surFaces shall be protec#ed with a coat o# bituminaus paint, unless otherwise
Sj�ECIfiIB{�, to pre�ent gal�anic or corrasi�e action.
�Na o� S�CT�oN
El
hlliscellaneo�as Metals
�WOD24�
�����-�
55�0 H�N��AI�,S i4ND CUA����I�S
1.Q0 G�,N�R,4L
1.01 WORK 1NCLUDED
Furnish labor, materials, equiprrien# and incicientafs necessary to install guardrails, handrails, stair
,- railing and ancillary fasteners and camponents.
' 1.02 QUAI�ITY ASSURANCE
A. DESIGN CRITERIA: Guardrails and handrails shal] conform to OSHA req�irements and shall
be design�d to resist a concentrated load af 200 pounds applied to the top rai! at any point
and 9n any direction. Deflections resulting from such stressEs shall nat be permanent.
Reinforcing doweis may be required to meet these requirements.
-- S. STYI.�: Handrails and guardrails shall be multi-rail type. The number of rails sha11 be as
required by local codes or OSHA requirements. Railings accessible to the public shall be
� designed so that the clear spacing between horizontal rails shall be such that a 12" diameter
,` sphere cannot pass through the raiEings.
I, C. T4l.E[�ANCES: The railing system shal! be installed to the fallowing ia{erances:
i. Maximum variation from pl�mb - i{4"
2. Maximum affset from alignment - 1/4"
�.03 SUBMITfALS
5�bm�ttals shall include:
�� A. Manufacturer's.product data sheets and speciiieations.
B. Ce�tificaiion of compliance with focal, s#ate, or �ederal codes, and OSHA raquirements.
� �' C. Shvp drawings indicating railing layout, methods of assernbly, at#achrnents., anchorage types,
, and expans�on joints.
� 1.�4 STANpARD5
� The applica�le pro�isions of the following standards shall apply as if written here in their entirety:
A. American 5ociety of Testing and Materials {ASTM) s�ecifications:
II ASTM A36 Speaification for Structural Steef
' ASTM A53 Specificaiion for Pipe, Stee1, Black and Hot-Dipped, Zino-Coated
Welded and 5eamless
i ASTM B26 5pecification for Aluminum Allay Sand Castings
�_ ASTM BA�3 Specification for Standard Sizes af Seamless Red Brass Pipe
ASTM B21 D 5pecification for Aluminum Alloy Drawn Seamless Pipe
i ASTM B221 Specificafiion for Afuminum-Alloy Extruded Bars, Rods, Wire, 5hap�s,
and Tui�es
' ASTM 6241 Specification for Aluminum A11oy 5eamfess Pipe and Seamless
Extruded Tuhe
� ASTM �894 Standard Test Methods for Anchorage of Perrnanent Metal Railings
� and Rails for Buil�ings
ASTM E985 Specifications for Permanent Meta� Rails for Buildings
B. American National Standards Institute (ANSI) publication:
F6andrails and Cuardrails �5520�� -
i r�W Q0244
I
AN51 A21.� Safety Requirements far ��aor anei Wall Openings, Railings, and Toe
Sflards
ANSI A58.1 Minimum Design Loads in Buildings and Other 5tructures
ANSI A117.i Speci#Ecations for Making Building and Structures Accessi�fe to and
llsable by �hysically Handicapped
C. American WeEding Society (AWS} code:
AWS
Code for Welding in Building Construction
D. Aluminurn Associatian (AA)
ABH-21 •Aluminum Brazing Handbook
ADS-1 Aluminum Standards and Data .
DAF-�}5 Designation System for Architectural Finishes
5AA-46 Standarcis for Anodized Architectura[ Aluminum
�. Occupational Safety and Health Administration (OSHA) standards:
OSHA 29 CFR Occupational Safety and Health Standards
1910
F. lnternational Confierence of Building �fficials (ICB�) code:
UBC, 1988 Uniform Suilding Code
G. Nationai Assaciation of Architectural MetaE Manufac#urers (NAAMM)
Metal �inishes Manual
Pipe Railing Manual
5tair Manual
'1.05 DELIVERY AND ST�RAG�
Store any raw steeE corriponents so tl�at they are protected from r�amage by inclement weather or
by construction processes.
1.OB JOB GONDITkONS
A. The Cantractor shall be responsible for taking complete field measurements of alI areas
schecEuled for guardrails or handrails to assure a proper fit to field conditians.
B. Provide any cancrete inserts r�quired for railing anchorag�.
C. Pravide handrails as shown on the drawings
D. Top handrail shali �xtend continuaus�y over posts, rather than attaching to sides of pasts.
Pra�id� splices in horizontal railings complete with spliae reinforcing inserts. Provid�
expar�sion joints at �0 ft. maximum intervals or as recommended by the manufacturer, whict�
ever is less. Pra�jcie expansion fitting which is anchored to one railing and is free to move at
the opposite railing.
1.07 OPTIONS
The Contractor may �se a mechanically fastened [or welded aluminum] pipe system. j5teel pipe
handrails s�at[ be afl welded construction.]
1.08 GtJAFiANI"EES [NOT USED]
2AD ��dD�UC�'S
kandrails at�d Cuardrails 0552D�2
�T'WOD�44
i �
� 2.01 MAT�R{AL5
A. ST�EL PIPE: 1-114", I.P.S. Schedule 44 steel pipe conforming to ASTM A53.
B. M�CHANICAL FASTENERS: Furnish mechanical fasteners as recommended by the
manufacturer �for the following conditions:
� i. Stainfess steel RHMS 1I4", 2�" x i" S�MS with lock washers.
2. Stainless steel 114", 20 RHMS with nut.
, 3. Cadmium-plated sleeve anchor holts, 318" x 3".
4. Cadium plated slee�e anchor �oits, 3/8" x 6".
C. FACTORY BENDS ANf] SPECIAL RAi�lNGS: �urnish factory bend at railings, including
stair turns an� other special shapes required by the conditions. Per#orm no bending in the
field. Shapes requiring more than one �iece shalf be shop welded with welds ground smooth
I R�. and not �isible when erected.
D. STRUCTl1RAL ADHESIVE: An approved epoxy adhesiv�, as recommended by #he railing
manufactur�r, such as 3M "SCOTChI-WEI.b", ar approved �qual.
E. POST SETTING EPDXY: Silicone Specialiies "E-Bond #165", Sika Corp. "Sikador Hi-mod",
or appra�ed equal.
F. STEEL ANCHORS: Anchor and other appurtenances shall conform to ASTM A36.
� = 2.02 MIXES �NOT �SED]
�-
2A3 FABRICATIONS [NOT US�D�
2.04 MANUFACTURED PRO[7UCTS [NaT US�D]
I � I 2.05 WELDED STEEL RAILIfVGS
, A. 5teel handrails and guardrails shall be fabricated of 1-114", I.P.S. Schedule �0 steel pipe with
� all welded construciion. Cut pipe intersectio�s to the diamet�r of the cannect9ng pipe and
� weld all around the connections. f�osts shall be trulv vertical and shalf be fwelded to,
steel stair strinaers all around the nine diameterl fshaa welded to a stee[ base platel.,
B. Furnish fai�ricated welding type fittings, including end termi�als which curva ar�d ancl�or to tf�e
wall, pipe end terminafs, bases, wall brackeis, and wal! flanges. Railings shall har�e rounded
corners and returns using flush welded fittings.
3.Q0 �X�C�JiION
3.D1 PR�PARATION
Install sleeves and ancho� plates in concrete as it is piaced.
3.02 1NSTALLATION
� A. Post spacing shall not exceed maximum spacing required by local or s#ate codes, or �SHA
. requiremen#s, or 8'-fl" cent�rs; whichever is least. Handrail posts at sta9rs shall be spaced as
, required to Produce uniform spacing between posts.
L.
B, Apply ane (�) caat of bituminous paint with a minimum thickness of i0 mils dry #ilm thickness
at railing companents in contact with concrete o� dissimilar materiaks.
bancfrails and Guardrails 055�D-3
I �l'W00244
C. Welded systems shall ha�e all joints welded continuously around each junctwre with small,
uniform welds. 5teel welded pipe shall fi�a�e welds ground smooth.
D. Pravide 3/16" diamat�r weep holes located �/4" ta 314" above the grout line at exterior posts
set in concrete.
3.03 PAINTif�G
Stee! �andrails shall be painted as specified in Section 09901, PAINTING.
3.04 FIELD C�UALITY CONTROL jN07 USEI]]
3.05 CLEAN AND AD,lUST
Remove any protective covering from handraiEs and remove all adhesive.
END OF S�C�IOh
Handrails and Guardrails 05520�4
�'TWD0�44 -
•r
09905 ����'�C�IVE C�ATIlVf�S
1.D0 G�N�RA�
1.01 WORK 1NCLUD�D
A. Furnish la�ar, materials, equipment and incidentals necessary to apply protective coatings ta
materiaE and equipment as specified herein, including the preparation of surfaces prbr ta
application of caatings.
B. Protective coatings•are special coatings to be used at specific iocations or on specific
s�rfaces as indicated herein and are complern�ntary to the coating surfaces specified in
Section 099Q1, ARCHITECTURAL PAINTING, in ihat every surface of every description,
exce}�t thase which are specifically noted not to receive a caating finish, shall be covered �y a
paint system as specifi�d in this section or in Section 099Q1, ARCHITEGTURAL PAi�V7iNG.
C, Protective coatings shall be applied to the following surfaces:
1. Metal surfaces locat�d outside of buildings and ather structures anywhere on the project
site.
2. Above grade Ductile lron piping.
D. Special applications for pain#ing include the following:
1. Buried pipe and �alves shalE receive a shop applied Arotective coating as descriaed in the
appropriate section of the specifications.
E. Contain, treat, and dispose o# any dust, spray, drainage, vr spillage resulting from coating
o�erations. It shall be the Contractor's responsibility to determine if the materials to be
' disposed of are classified as hazardous waste. Disposed of waste, hazardaus or otherwise,
, shall be in accordance with applicable regulatians. The Cantractor shall bE aware of and
understar�d tE�e regulat�ons concerning disposa[ of waste generated by coating operations.
1.02 QUALITY ASSL]RANCE
A. ACCEPTABL� MANUFACTURERS
Products which m��t the specifications ma�ufactured by the foAawing companies will be
acceptab�e:
� . Tnemec
2. Valspar
3. Carboline
4. Kop-Coat
5. Ameron
B. APPLICATOR'S QUALIFICATIONS
Applieators must be qualified in this line of work and have a minirnum ofi five (5) years
experience in the application o# the protectir�e coatings of the type� specified herein. Submit a
list of recent projects and names of references for those projects.
C. PRODUCT QUALI7Y
1. Use only ihe coating specified in this section. Use onEy thos� thirtners and solvents
recommended by t�e manufacturer, or�ly in the amounts necessary to produce the
manufacturer's recommended spreading rate, and in amounts not exceeding the
�naximum quantities stated in the manufact�rer's literature.
I � I
2. Ti�e coating material shal! not show excessive sEttling in a freshky opened full can and
shall be easily redispersed with a paddle ta a smooth, homogeneaus stat�. It shal� show
no curdling, livering, caking, or color separation and shall be free of lumps or skim
surfaces.
D. TESI'ING
Protecti�e coatings shaEi be applied under quality control procedures, which includes
inspection of surface preparation and for each coat. Do not proceed with the next step unti�
the Engineer �as appro�ed the previous step. The Contractor shall be solely responsible for
testing for this section, at no further cost to the Owner. The Engir�eer shalf also rriake such
tests if it is cohsidered necessary, Coaperate with the Engineer, praviding equipment,
sca#folds, and ather equipmen# as requested by the Engineer.
�. �ESTING EQUEPMEN7
�'urnish ihe testing apparatus necessary for tesiing coatings, including th� follawing:
1. One (1) set of U.S. Departrr�ent of Comrrterce thickness calibratian plates, certified by the
National,Bureau af Standards, to test dry film thickness.
2. �i�e (5} wet-fiEm thickness gauges. Give one (1) ta Owner's re{�resentative. Each painter
shall keep one (1) to test paint as it is a}�plied.
3. One (1 j dry film thickness gauge, Mikrotest I11, 0- 40 mils with calibratian standard
ap�raved by the Bureau of Standards.
4. One (1} Bacharach 51ing Psychrometer, Model 12-7011.
5. Tinker and Rasor Model M-1 Moliday De#ector and recommended wetting agent.
6. One (1} se# of SSPC-VIS 1-89 Visual Standards for Abrasi�e Blast C�eaned Steel.
F. 7�STING REPORTS
Submit an ins�e�tion report for each coating applied on the project. The testing report shall
be complet�d on a form furnish�d by the Engineer and shall bear #he signature of the
Contractor and the Owner's Field Representati�e.
1.D3 SI�BMfTTALS
Submittals shall be in accordance with Section 0�30�, SUBMITTALS and shall indude:
A. Manufacturer's produc# data sheet for each paint type, incluc�Eng surface preparation
requirernents, recommended spreading rates, application procedures, recommended primers,
and other instructions.
B. Ca1or char�s of each paint.type.
1.04 STANDARDS
The applicable pro�isians of the following standards shall apply as if written here in their entirety:
ANSI American National Standards Institute, 1�F3d Broadway, New York, NY 10018
NACE National Associat�on of Carrosian �ngineers, P.O, Box 1499, Houston, TX 77a01
OSHA �ccupational Safety and Health Administration, Department of Labor, Washington
D.C.
SSPC 5tee[ Structures Painting Council, 4400 Fifth Avenue, Pittsburgh, PA 15213
In t�e event af a conflict between the published standards, codes, and this s�ecificatio�, the more
stringent requirement shal� govern.
�1.05 DELIV�RY AfVD STOFiAGE
Protecii�c Caatings �990�-2
FTWOU244
A. Deliver coating products to the site in original unopened containers, wifih manufacturer's labei
and batch number attached. Do not apply products until the Owner's field representative has
approved the product for use.
B. Use one (1) location at �ach site for the storage of coating products. Protect the iloor #rom
spills and o#her damage. Protect the products from extreme �reat or cold. Keep containers
covered. Keep the storage rooms clean of trash and dehris. Dispose of oily or used rags
daily. Under no circumstances shall they iae allowed to accumukate. Take precautions ta
prevent fires. The storage of flammabke fiquids shall compiy with the City, State, or other fire
codes.
7.06 JOB CD�iDITIONS
A. It is desired tfi�at the paint products be furnished by as few manufacturers as possible to meet
the requirements of the specifications. Coating products af ihe same type shall be supplie�
by the sarr�e manufacturer. Qo not mix products fram d{fferer�t sources. Apply finish coats in
the field, The Owner shall select colors.
B. Primers factory-applied to equipmeni shall be those specified. Where possible, notify
man�faeturers which shop prime coats will be required in order to be compatible with field-
appiied finish coats. Where equipment is purchased which has the rr�anufac#urer's siandard
primer or a factory finish wi�ich is other tha� as speci#ied in this s�ection, remove the factory-
appli�d paint system or apply passivators or other special coatings_as rec�uired to make the
surface compatible wi#h the �inish co�t specified.
C. Do not apply any caating to machin�ry, piping, or o#her surfaces before testing has been
campleted and systems approved. Any damage to coatings resulting from subsequent
corrective procedures shall be stripped back to bare metal and repainted with the appropriate
paint system as directed by the �ngineer.
� D. Surfaces which will be inaccessible a#ter installation si�all be coated prior to installation, or
� shal! be coated and approved in stages as the work is installed.
E. The Engineer shall appfave surfaces for application of coatings at each stage. Any material
that is coated prior to the Engineer's approval shall be stripped back to bear m�tai and
repainted.
F. At least ane {1) week shall be allowed for drying of.finished surfaces befiore any machinery
can be placed into service.
G. Do n�t apply coating over nameplates or othar identification plaques. Mask such plates and
ke�ep protected. Remo�e tape and palish nameplates after painting is complete.
H. ENVIRONMENTAI. CONDITIDI�S
1. Do not apply coatings under conditions triat are �nsuitable for the production of good
r�sults. Remove trash and ciebris from enclosed buildings and thoroughly clean prior to
application af coatings. Do not begin application of coatings in areas where other trades
are working, or where construction activities result in airbome dust or other debris. Do no#
app�y coatings in conditions which do nat conform to ths recommendations of the
coatings manufacturer.
2. Coatings shall onEy be applied when conditians fall within the parameters listed in the
manufacturer's printed data.
3. Do not appky any caatings when weather conditions are unfavorable. In the event that
climatic conditions are not conducive far besi results, postpone app[ieation of caatings
until canditions conform ta the rnanufacturer's recommendatians and the pro�isions af
Fretective Cvatings Q9905-3
FT'W003�44
this speci�ication. Do nat appfy coatings to a wet ar damp surface in wet or damp weather
conditions, or when #here is dust in the air. 5urfac�s exposed to direct sunlight shal� k�e
s�a�ed by awnings or other protective d�vices while coatings are being applied. When
necessary, pra�ide temporary heating devic�s of a type that produces no fumes which will
discolor the paint system.
4. Apply coatings to surfaces which.will be under water cnnstantly or which periodicalEy wili
be under water during operation af the project in accardance with requirements for
submerged structur�s to a point 1'-0" above the maximurn water le�e{. Mask the line of
demarcation betwe�n tl�e coating systems to a straight le�el line.
I. WQRKING CONDI710NS
1. Provide adequat� lighting at any location that coatings are being applied or testi�g is
performed. illurnination shall be of sufficient intens9ty to achieve good results. Provide
explosion-praof lighting when required.
2. iemporary ladders and scaffa[ds shall conform to applicable sa'Fety requiremer�ts. Erect
temporary scaffoids where needed to cover large areas. Provide ladders or scaffolding
during t�sting procedures. �
1.07 OPTIONS [NOT �15��]
i�i�1�11:7,1`���
A. Protectiva coaiing shall be guaranteed for a period of one (1) year from th� dat� of the
Owner's acceptance of the project.
B. A warranty inspection shall be conducted in the eleventh month foI{owin� completion of
painting and coatings. Any defecti�e work di�ca�ered a# this date shall be corrected by the
Contractar in accordance with the specifiications at no additiona� cost to the Owner, Qther
corrective measures may be required during the one (1) year warranty period.
2.00 PRODUC�S
2.01 MAT�RIALS
Materials shall be the manufacturer's top of line quality products, as iisted herei�. E'raducts used
on this project shall be as indicated below. Primers and finisE� caats shall be manufactured by the
same manufacturer. Coatings shall be from the same batch. Products shafl be as follows:
TYPE A ALKYD-PHENOLIC UNIVERSAL PRIMER
Tnemec Series �7M-77 "H.S. Chem-Prime"
Valspar "Chromox Primer" Vi3-R-28
Carbaline "�iust�ond" SH8
Kop-Coat #622LCF
Ameron "Amercoat" 5105
TYPE S EPDXY-POLYAMfDE PRIMER
Tnemec Series 66
Valspar Series 89
Carboiine 893
Kop-Coat "Hi-Gard Epoxy"
Ameron "Amercoat" i 82
TYPE C ALKYD ENAM�L
Tn�m�c Series 23 "Enduratone"
Vafspar V20 5eries
Carbofine DTM58
Kop-Coat "Hi-Gard Epaxy"
Frotective Coatings 09905-4
FTW00�44
Ameron
TYPE D
Tnemec
Valspar
Carboline
Kop-Coat
Amer�n
TYPE �
Tnemec
Valspar
Garboiine
Kop-Coat
Ameron
TY�� F
Tnemec
Valspar
Carboline
Kop-Coat
Ameron
TYPE G
Tnernec
Valspar
Carboline
Ar�eron
TYPE H
Tnemec
Valspar
Carboline
Kop-Coat
Ameron
TYPEI
Tnemec
Valspar
Ameran
Carboiir�e
Knp-Coat
TYPE ,�
Tnernec
Valspar
Ameron
Carboline
TYPE K
Kop-Coat
Tnemec
"Amercoat" 54d1-HS
EPDXY-POLYAMID� C�ATINGS
5eries 6�
89 Series
890
"Hi-Gard Epoxy" _
"Amercnat" 395 �
EPDXY-POLYAMIDE GOATINGS FOR POTABLE WATER
Series 140 "Pota-Pox Plus"
"Hi Build E�oxy" Series V78PR
891
"Hi-Gard" Epoxy
"Amercoat" 395
E�OXY-POLYAMIDE COATINGS FOR WALKlNG SURFACES
Seriss 66 "H.S. �poxline"
89 Series "Hi Build Epaxy"
890
"Hi Gard Non-Skid"
"Amerkock" 400 "Non-skid"
HIGH BL31Lb ACRYLIC POI.YURETHRNE ENAMEL
Series 73, "�ndura-Shield II1"
V40 Series, °V-7hane Hi-Sofid"
133HS
"Amershield"
ALIPHATIC POLYUR�THAN� ENAMEL
5eries 71 "�ndura-Shield"
4Q Series
134 M5
134 HS
"AmercoaY' 450H
MODIFIED ACRYLIC COATENGS
Series 29 "Tneme-Tuferyl"
19 Series "Zip-Dry"
��Amercoat" 234
3359
s2o
SILICONE ALUMINUM COATINGS FOH H1GH T�MP�RATURE
5eries 39 �
37 Series
"Amercoat" 878
4674
EPDXY CONCRETE COATING
Bitumastic 300M
Series 46H-4� 3 °Hi-Build Tneme-Tar"
2A2 MlX�S [NOT US�D]
2.03 FABRICATIONS [NDT USED]
ProtectiQe Caatings 09905-5
RTW00�44
2.04 MANUFACTURED PRODUC75 �NOT US�D]
2.D5 COLOR SEL�CTION
A. The calor chart shatl include the complete availabl� range of colors, including tints and
shad�s. 1"he Owner shall select the calors.
B. Use a rnulti-calor system caatings for any surface receivRng more than one (1) cdat, Each
coai shall be tinted differentfy from the preceding coat in a manner that will allow the various
coats to be �asily distinguished. Colors shall generaliy be from light to dark shades, but the
Contractor rnay ha�e the option to select tint shades to insure eoats wiI[ receive adequate
co�erage without bleeding ar otherwise showing through the preceding coat.
3.U0 €X�CU f ION
3.0� PREPARATION
A. Thoroughly clean surfaces befare applying coating. Where field cfeaning is requirecE, apply
one (1).coat af shop �arimer to the surface to protect the surface until field cleaning is
performed.
B. Each surface shall ha�e a primer, except in tf�e instance where field cleaning is required and
#he manufacturer's printed literature states ti�at the coating may �e appfied without a primer
and approval of the �ngineer is obtained. Shop-applied primer shall be thoroughiy cleaned of
oil, grease, and othe� cantaminants, a�d nicks or other detects shall be spot-primed befare
subs�quent caais are applied.
C. Thoraughly clean surfaces that are blas#ed o# abrasive material, and appiy caating �o surfaces
before any corros9on occurs on the surface. Apply coatings nn later than the same day they
are blasted. ln the e�ent that surfaces are nat coated immediately afier cleaning, and r�st.
reforms on the blasted surfaces, re-blast sur�aces. Remove abrasives used in the blastirrg
operafions, rust, scale, and other foreign materials accumulating from the cleaning operations
from the site. Sweep abrasive blasted su�fac�s clean after blasting is complete.
D. The adequacy of th� pr�paration of surfaces shal[ be determined by cornparing ihe surface
with SSPGVis-i "�ictorial Surface Preparat�on Standards for Painting Steel Surfaces".
Pre�are surfaces in accordance with the following requirements:
1. 7YPE 5P� NEAR WHITE BLASTWG: S�rfaces shall rece�ve one (1) coat of si�ap primer
to protect the surfaces until time for tinal pr�paration and coating at the site. Metal
surfaces shal! be cleaned ta a"Near-white" conditian by abrasive b]asting in accordance
with SSPC SP�O "Near-White B1ast Cleaning", using 16 to 3� mesh grit. Take
precautions to prevent gouging and channelling af inetal. 7he result�ng surface profile
shall be in accardance wiih the caating martufacturer's Tecomrnendations.
2. 7YP� SP1 A: 5ubmerged equipment that contair�s mechanical parts that would be
damaged #�y field cleaning shaEl be factory-blasted ta a"Near W hite" condiiion by abrasirre
blasting and primed as described for Type SP� .
3. TYP� SF'2 COMMERCIAL BLAST CL�Af�ING: Thoroughly clean metal surfaces of miil
scale, rust, and other foreign matter by abrasiv� i�lasting to gray metal in accardanoe with
SS�C-SP6 "Commerciaf Blast Cleaning". PerForm abrasi�e blasiing after erection, unless
viherwise approv�d by the �ngineer. •
4. TYPE SP3 CONCRET� SURFAC�S: Thoroughly cure concre#e surfaces prior to
applicatio� ofi coatings. Alkaw a minimum of 30 days curing time to elapse before
coatings are ap�lied. Goncrete surfaces which are scheduled to receive coatings shalf be
dry and shall b� prepared by light abrasive bkasting in accardance with SSPC-SP7 "Brush
Blast Clsar�fng". Blasting shall be sufficient ta remove dirt, dust, efflorescence, oil,
Frotective Coatings p9905-6
FTW04244
grease, stains, anc{ other foreign matter and shall prov3�e adequate surface raughening
fnr good adhesian.
5. TYPE SP4 SHO� PREPARATION OF M�TAL SURFACES: Exterior metal,surfaces,
except thnse specified for field preparatian, rnay be shop cleaned t�y blasiing to a gray
metal finish in accordance with SSI'C-SP-6 "Commercial Blas# Cieaning", as described
above. The blasted surface s�all be primed immediateiy�as scheduled.
B. TYPF SP5 FIELD PREPARATION O� SHOP PFiIM�D SIiRFACES: Slag and weld
metal accumulations and splatters nat removed by the fabricator shall be removed in #he
fi�ld by chipping or grinding. Sharp edges shall be peened, ground or otherwise blunted.
Areas adjacent to welds.or any area where shop primer has baen damaged shall be
thoroughfy cleaned in accordance with SSPC SP2 "Hand iool Cfeaning" preparation and
reprimed. In order to prevent injury ta surrounding painted surfaces, blast cleaning may
require the use ofi a lower a9r pressure, a shorter blast distance to the surface, and
shielcEing and maski�g. If damage is too extensi�e or uneconomical to touch-up, the
entire item shall be recleaned and coated in acoordance with the pr'ovisions of these
specifications. Welds and irreg�llar s.urfaces shall receive a field coat of the specified
primer prior #o the application of the firs# fielc� coat.
3.02 APPLICATION
A. Surface preparation and application ai coatings shall be in accordance with applicable
standards of the Steel 5tructure Painting Council (SSPC) and ihe manu#actUrer's
recommendations. Do not appEy the prime coat until the Owner's field r�presen#ative is
t�oti#ied and approval is obtained for the surface preparaiion. Coating shall be applied fay
skiiled workmen and shall be brushed out ar sprayed evenly, without runs, crazing, sags, or
other blemish�s. Apply caating hy k�rush or spray as noted in the specifications.
�. Appfy the first coat to the surface, including cutting in around edges, before the second coat is
applied. The second coat and any successive coats shakE nat to i�e applied before notifiying
the Owner's field representative and ok�taining approval. Each caat shall be tes#ed before the
successive coat is applied. � �
C. Each coat shai[ be tharoughly dry before application of the successive coat. The fuli drying
time recommended by ihe manufacturer shall be allowed. Sand enamel between coats.
D. Protect adjacent materials from damage, including o�er spray or spillage. Provide drap cloths
or other protective tarps to cover floors, equipment or other adjacent materials.
3.03 PIPE PAINTING
A. Paint piping exposed or occasianally exposed to the atmosphere in any location in ihe iacElity.
Paint shall be of the appropriate type for the pipe material as specified.
3.04 �I��D �UALiTY CONTROL
A. FIELD T�STS
Ma�Ce wet-filrn tests during pair�ting operaiians to assure proper thickr�esses of coating are
being ap�lied. After each caat has b�en applied, test #he paint film thickness with a
non-destructi�e, magnetic type thickness gauge. The total dry-film tf�ickness for eacfi� coat
shall r�ot be less than 75% of the amaunt specified. If the thickness is less than 75%, apply
additional coats until the tataf specified thickness is obtained. The total thieknass after the
final coat has been appli�d shall be 100% of the thickness specified, minimum. Apply
additional coats untiE the specified thic}cness is reached or exceeded.
B. HOLIDAY TESTING
Protecti�e Coativags U9905-7
FTW00�44 -
Test the entire s�rface of coated submerged metal structur�s with a holiday �etector. For
thickness between �0 and 20 Mils {250 to 500 microns) a nor�-sudsing type wetting agent, as
recammended by the haliday de#ector rnanufacturer shall b� added to the water prinr to
wetting the detector sponge. Mark and repair pinholes in accordance with tt�e manufacturer's
printed instructions, then retest pin�►oles. No pinholes or other �rregukariti�s shall be perrnitted
in the fina[ coats. Areas containing halidays shall receive additiona{ coats until t�sts indicate
no holidays. �
3.05 CLEAN AND ADJUST
A. Promptly remove frasi� and debris result�ng fram painting ap�ration frorr� the site. Remove
drop cloths, maskir�g tapes an� ather protective coverings. Remo�e paint spills, splatters,
o�er3ap of paint from adjacen# material and o#her defects. Spot paint nicks and ather defects.
B. Remove paint containers and waste products. Thoroughly clean paint storage raorr�s,
removing spiiled paint fram walls and floors.
3.06 SChiEDULES
ProtEctive caating5 s�all be applied in accordar�ce with the following paint schedule:
END OF SECTION
Protective CoaEings 09905-5
�TW00244
���� PFi�I� �URFA��E DE�CR�PTIO�f
NO- -
, ��_
SS-i `3P2 Str�cte�►al5teel
or EXTER[OR AhD INT�R1aR
SP4
SS-2 SP2 Eq�i�ment, ��mps, Motors,
or Vaives and Piping
SP4 1NTER10R AND EXTERfOR
S5-6 SP1A Val�es and Ga#es
PFiO�'�CT�VIE C�AT�B�B�ZS PA►19Vi S��IEDUL�
A��LI�ATID V�H1�LL� �W���I i�C7. �F ��ODI���`
N �1�'�� .�OAT� �YP�
i3rasr� o� Alkyd Glass� 1 TYF�-� A
S��dy �Pheonalic � TYPE C
� TYP E C
Total Dry Film
Thickness
Brush or Arcylic Glass � TYFE B
5pray Po�yi.crethan 2 1"YPE D
� 3 TYP� G
Total ary Film
Thickness '
Brus� or Epaxy Gloss 1 TYPE S
Spray Polyamide 2 N�'� �
3 TYP� D
D�T
��+11 L �}
2.q
3.0
3.Q
$.0 mii5
2.0
4.0
3.0
12.0 mils
2.fl
5.0
5.0
�
l�
�r
ITEM 2�7
FLEXISLE BASE ��R SHOULDERS
I�em247, Flexible Base, of the 1993 edition of tT�e Texas �epartment of Transportation
STANDARD �PECIF�CATI4NS FOR CON�TRUCTION OF 1�IGHWAYS, �TREETS
AND BRIDG�S is incorparated herein by reference and shall have the same effect as if printed
herein in its entirety. Provisions of this item shal� ga�ern except as specifically modified as
follows:
24'�.� Materials. Material shall be Type A and meet the requirements for Grade 1 as shown in
Tal�lel.
247,4 Measuremen�. Measurement shall be by Measurement Class 4.
�4i.5 Payment. Payment wiil be made at the unii price bid �'or "Flexible Base (Co�nplete
in Place)
��I
�i -
14l()I�[�lC.�1'�[�?V5 '�"i�
E'1'1i141 P-�A� CEI���;l��'-'�'�EAT�'a�l B:'1��; C�C:���
Th�s s�er.ial spec:�3c��i�n rn�dEfies; �rr�pli�ie�, c�r �tri7�r�ds �he ���1yt3ic�1 spec�ftc2t[ion� ��d ��ans
��nd talc�s p�ece��:nt aver them i�� lhe ev�.nt of arY� discrepattic�.
3i��-?.] � C:e�neni st�a]C ��k�lf'irrm �n ASTM.� 1�0,'I`YPe I o� T�+p� Il,
�i1�3-?.3: !� k�1e evel�� 1�c�11Y ���ii�bje a�,re����e�� ��nn��E be bt�r�di�c� to rneet the �,►rad���an
s��ec's�ie�i, t�» C017�TSCiU]' fTiB}� L15� il ffti�C�lll�=i� �rdC�"cl�iOr�; �rovided, h�wwe����-, t�ie
mcx�lili�.� gradalEoi� �hal] �rcrduce a mixturc tliat n�ects t�x� cam��css�ve stre��th
rc��uir���ients of �+t�r:l�p��}�1 �U�-�.�, iFl� 113{}C��T3�C� �Tc4C�����a�] SE�S�I �)� SUI7��Ct ts}
�he �,p�r�v�l ��i` �1��: L���i�iee�.
3U4-�.4: Di�un�rno�s material sha�1 k�� ernttlsifed asph�lt. Gra�� S�-1 ��r�5�-1 ir�
ac:cord�iirc witli I���z7 3{7�] of�h� Tcx�s Dc�aa�rn��s �f Tr�ns�orl�ti�e� �tanc�ard
��]CCIfG�.t1Ur35 iS)r �.�DriSti�.iCt10T1 n} I�I�llVrdjr�. �#re�t; ar�d I3r�d�e�, f��]3 £ditio��.
jP t}:� �'��ttracto� desire� t4� use a��ade ar t}��e ot�er �han t�Y;�E specifi��i, ��r:li
reqti�est sfta]] h�; nYa�i: in +��rit�n�, to li7e Fl�gin��r iioE lcs� than s�vcri {�} da}�s �tior
�� iC�e d�t� �rc���s�d f:or ttse c�f°ik�s; tr��tte�ir��.
����5,1; T�7� t�u�nt�tj� ��C�:Rzc=lll�tl'�:1CCC� ��5� t{r �7� �7�k�1 S��7F 1tlIC1 �3t t�{:tCi"f]tl�l�i� ��
t7�e�suremen� c�i'tk�e rrtiti�iber af syuar�: yar�i�; c�t'�}�15� 3CTLkp�I}+ CQI1.w,�rliCiCl� e�tl�
ac���l�d hy �t�� �;�1g1l1��� �5 �Qrri�l}�iri� 4�rItE7 t�1C �I8T15 ��1� ti�7�.Cif�CBlCf117S.
3�14-�.2: P�r��ar�� cc�t��ent wi�l not b� il�eas�red se�aa�at�eiy For p��+t�1er�� b��k will be
cons�dered suhsi�iiary to t}�e �a��i� price btid t'or cemcnt-Erea��d ha��:.
.�(}�-�}.1: �3�t3]�t3[ SI3c1II E7� !T]ki�C �i� l�re c{�niract u��it r�t�icc }�;.]' SC{�k.�l-� }��r[� �"iar
ccnlen�-tr�a��d bas� cnur�c. ihis pri�e s��ll be �r�11 c{�m��:nwasi�n �`or 1i�rn�st�in�
aMl �73a��ri�ls. ]Jl{:�uC�111� �]l]C#�Sill� G�CTk�TII; #'��r �l1 p���rara�ian, r���nipulatior�. a�d
pEacit�g af tl3es� m�t�ritr�s; ��r�d Ei�rt a�E la�of, �:r��t�ntier�t, ����xl�, and incic#er�i.��s
r�ec��s�ry lu co�r�plele li�e 3ten�.
L8C�3 �Q� {1f c�.ril�:ilE-t�C'2;���d �:�5� �Qilt'8� WI�� �C &CG��t�� f[lr ��ri51tV �t �he f�11
CO�1lTi1C! �ri]t �7�'lC� w�7r!T7 iI]C 1'CSLl�tS O�i ft3Ur r�er��ai� Ee;S�S lR�3C�t� ka1�t tE1C ����'a�e
densit� is �c�ual tc� �r �r�at�r �1�4n �� �c:fcur�t as determined bv par�gra�rh 3��4-4,�i.
E,�cl1 iok nc�l rn�c:tii�g tk�is i'�c��irCrnerit wr11 bt ac�ep��d �k an �rd��,stecf �oi�tract r�nit
�]f4C� lFk �CC+JCl��T3�� w3i�7 �3�7�� �,
�'a��r�e�it wili t�e ma�e �rr�d��..
P-�Cra ��CrL�-1
_ �
Iter�� P-30�-b_ 1 �em�r�t�treated base caurse--��r square ys.rd
�'-��}4yb.'�: D�lete,
T�-344 ��D-2
�/ f �l�9
AC 15Q1�370A10A
�Y��i ����� �a�i���������1��� ���� ������
�E���f�i1pN
3Q4-�1.1 This item shalt consist of a}�ase caurse compased of mineral aggregate and oemen� uniformly
blended and miaced with water. T'he mixed mate�rial shall ise spread, shaped, and compaeted in accordance
with these speci�catians and in canformity to the lines, grades, dimensions, and tygical orass sections shawn
on the plans. Runway, taxirvay, or apron pa�ements shall be buil# in a series af parallel lanes usian,g a p}an af
processing that reduces ivngiCudinal a.�zti transv�rse jaints to a minimum.
�������,��
304-�2.� PORTLAND CEMENT. Portland cement sha11 conf�zr� to the requirements of ASTM [ ].
* � s * � � * n s * * • ,e * � � « � s z� � � � s � *.a � � � * * �a * �r a * � �u s � * � � . * . s � * * * w *
'The Engic�eee shall specify ASTM C 1�Q Type I, II, I�I, IV, nr V op ASTM.0 595 Type IS,
i5-A, IP, IP-A, P, ar PA. Lesn poraus eoncretes auc� as casnent .treated base cot►�ses are
more suaCeptible to su�.fate attack thas] aYe structur�l aud pavement conc�etes, Consideratian
should be given to passible detrimes�tal sulfate s£�ects from the peesence af pyrites, gypsum,
or� nkhe� sulfa#es in sub�ade sails, �ound watep, or ag�°e�tes. S�liate�eesistant cements
should be specified when dangerous qnaatitfes of sulfates are likely to be present. ,
# • �Y � # �k # M * � * +k le # * # R � * 4 4 ri Ko 4 � 4 4 # 4 b # y� • �p � * p � 4 # P # * • i * # # 4 * # s # *
304-�.2 WATEIt. V�ater shall be ciean, clear, �and free from injurious amouxtts of 5ewage, ail, acid, strong
sikalies, or vegetable matter, and it shall be free from clay or silt. if the water is of quesii�nable quality, it
shaIl be tested in accordance with the reqnixements of AASHO T 26.
304-2.3 AGGREGATE. The aggregate shail be select granulaz materials meeting the gradation require-�
ments given im Table 1. The materia! shall be free af raots, sod, and weeds. The crushed ar uncrs�shed
aggregate shall consist af hard, durable particles of accepte� quality, free from an excess of flat, eiongated,
so#'t, or disintegrated pieces, or phjectionahle matter. Ttie me[hod used in producing the aggregate shall he
such that the finished product sha3] be as cansistent as practicable. All stones and rocl�s of inferior quality
shall be wasted.
Aggragates suspect�d oi containing injurious quantities of sulfates shaIl be examined pe.trographically uz ac-
cordance with ASTM C 295.
+k �* f%� M t>*� s b� �M �k #* ru 4 d** 4�;i �, # s i� ic �u a g ri R 9�#�#�� s o �r �#� ir i� i#* s�k
While not whoily conclusiqe, petra�eesgl�ic eacaaRinstion will proyide a valnahle ipdicatar of
any substances that may be deletefiousfy reuctiva with the alkalies in tbe cement in an
amount suffieient to csuse expaasinu �ia #�e cemant-treated base cout�se.
� * * t * s � * * * * * � o * s � * y o e � a o a � �a s o � � n s � � z� +� �u +� �a � o �c * * � r� �r o rs * � �u � a
The aggregate shall canfarm to the gradation shawn in Table 1 when tested in accordance with ASTM
G 136.
,�
Zi7
.AaC 1�0/5370��0�
2/ii188
TABLE 1. AGGREGATE CEMENT—
TREATED BASE COUR9E
5ieve 5ize
Perccntage by
Weight PasSieg
. Sieves
2 in. (Sa mm)
No. 4 (4.75 mm)
No. �o �i.sa ��
No. aa ��so ��ro-��
No. $a (2I� micro-m)
�
�
v
�
*
� * * * * � ► � � * r * � �► � � * « � * � w * � s * * s * a �u � s * �v � * * * * * � * a * * * r � t � * * r
The aggregate �adation hand applicabIa ta a project sitaIl be spec'if'ied by tT�e Engineer from
the �adatians s�own in this nate, The gradation shaI1 be inserted in Table 1. Insert poin#s
are denoted by asterisks.
Percenta.ge by Weight Passing Sieves
3ieve Size
2 in. (�0 mm)
Nn. � (4.75 mm)
No, lfl (1.8Q mrn)
No. 4Q (4�Q micr��m)
No. 80 (Z10 micra-m)
A � B
100 1 1QQ 1
4�-100 55-100
3'�-80 4�-100
I5-5D Z��•8Q
0—�5 10-35
� Maximum size of aggr'egate is 1 inch (�5'mm} when used as a
hese eourse under Item P-501, Pnrtland Cement Concrete 1'avement.
Where locally avaiiable aggregates cannot be econoinicsZly blended to meet the grrading re-
quirements oi the �adations s�own, t�se gradatiaas may be modified ta fit ttze characteFistics
of such lacal aggre�ates. Ttie modifiad gradation must produce a mixture that meets the com-
prsssive strength requiraments of pa:ragxsph 304-3,1, 5tate highway department grada�nns
can frequently be used to meet the Pequipements of this standard.'
4* 0�p #* ri K�h �p 9� �i� +k *** i�� 4�i 5� 4 A R O p# i� n 1� 4 t� �d �* � 0�u P���� f� i� M� w M�D *�u 4 4
Th.e gradations in the table represent the limits which shall determine suitahility of aggregate foz use from
the sources oi supply, The fmal gradations decided on, within th,e limits designated in the table, shalI be well
graded from coarse to fine aad sisall not vary from the low limit an one sieve to tiie high Iimit on adjacent
sieves, or vice versa. The portion of the base aggregate, including any blended materia.J„ passing the No. 40
sieve shail have a liquid limit of not more than �5 and a p�asticity index of not more thar� 6 when tested in
accordance with ASTM D 4318.
All aggregate samples required for testing shall be furnished by the Contractor at the expense ai the Con-
tractor. Sampling shall he in accordance with ASTM D'�5 amd will be observed by the Enginaer. No aggre-
gate shall be used in production of mixtures wi#hout prior appr�val.
3Q4-Z.4 BITUMIN�LTS MATERIAL. The types, grades, and comtra�ling specificatians and applicatian
temgeratures for the bituminaus materia� are given in Table 2.
Tlse Engineer shall specify the type and grade of bituminous material ta be used.
118
21�7/�9
120-1GQ SQ-70
160--2Q0 70-95
75-130 25-55
75-130 25-5�
TABLE Z. HITUMINDUS MAT�RIAL
Applic�tion Temperature
Type and Grade SpeciFication
I7eg. F Deg. C
Cutback .�sphalt
RC-70
RC-250
Emulsified
Asphalt
RS-1, SS-1
CRS-1
ASTM D 2028
ASTM D 977
ASTM iD 2397
C����T CONT�i�7
304-3.1 Priar ka start of wark, labaratary t�sts of materials subFnitted by the Cantractor shall be made to
determine the quantity vf cement required in the �nix. The cement content fi�r canstructian sb�all be that at
which the mix develops a'7-day compressive strengti� of at least 750 psi (5 170 kPa). the testing procedure
sha.l,l be as follows: mald and cure specianens in accordance with ASTi�I D 560; soak specimens in water for
� 4 hours; cap and break specimens in compression in accordance with ASTM D 1b33.
*�*s*s•*.***�*��s*s+«***�**�•���**�«*s*********���***�
,ac 15a����a��o�
In area� subjec# to considerable freQze-tl�aw cycles, the Engsneer may alsn specify that the
freeze-thaw weight lass�shali z�ot exeeed I4 perce�t when tested in accordax�ce with ASTIVI
D 564.
An estimated cement co�tent may be determined from Table 1., Chapter 2, of #he Soil-
Cement Laboratory Handbaok, pul�lished hy the Portland Cemenf Assaciatian. Gement con-
tents abooe and below that estimated should �e used i�n determining the Quantity of cesnent
needed #a achieve the reqnired strength.
s * * * �: * * s * * * * * � * :t * * r * * * � * * * * s � * � � f �h � * w �k t * * * * * * a * * * * a� * * �
���a.s��iu����r� ���r���s
304-4.1 WEATHER LIMITATI�NS. The cemant-treated base shall nat be mixed or placed while the
atmaspheric terr�perature is belo�r 40° F(4" C) or �vhen conditions indicate that the temperature may fall
below 35" F(2° C) within 24 hours or when the weather is rainy. Cement-treated hase shall not be placad
on froz�n subgrade or mixed when aggregate is frozen. �
304--�4.2 OPERATION AT PITS. AIl work involved in clearing and stripping pits, incl�ding handling un-
suitable materiai, sha3i be performed by the Contractor. Th� Contractor shall nfltify the Engir�eer sufficient-
ly in advance af openiang of any designated pit to permit staking of boundaries at the site, to talce elevations
and rneasurements oi the ground surface beFore materiai is produced, to permit the Engineer to take samples
af the material far tests tp determine its quality and gradation, and to prepare a preliminary design of base
mixture.
`� The pits, as utilized, shall be opened immediately to expose verticai faces of the various strata af acceptable
nzaterial and, unless otl�erwise directed, the material shall be seeuzed in successive verticai cuts extendino
through a�l the exposed strata in order to secure a uniform material.
11�
I!4
AC 15a/53i0-10� 211i/B�
3U4-4.3 PREPARING iJNDERLYiNG CUURSE. The underlying caurse shall be checked ancf ancepted
by th�e End neer before placing and spreading operations are s#arted. Any ruts or saft yielding places caused
by improper drainage canditions, hauling, ar any other cause shall be carrect�d before the base course is
pZaced thereon.
304-4.4 MIXING. The aggregate shall be proportioned amd mixed with cement and water in a central
mixing plant. The plant shall b� equipped with feeding and metering devices which will introduce the
cement, aggregate, and water into the mix�r in the quantities speci�ed. Mixing shall continue until a thor-
ough and uniform mixture has been obtained.
30�4.5 PLACING. Tl�e mixture shall be transported ta the job site in suitable vehicles and shall b� de-
posited on the maistened subbase in tiniform layers by means of ap�roved mechanical spreaders. Not mare
than 60 rninutes shall elapse between the . start of moist mixing and the start of campactian of the cement-
treated mixture on the prepared subgrade.
304--4.b COMPAL'TION. Irr�mediately upon cpmpletion o£ the spreading operations, the mixture shall be
thorough.�y compacted. The numi�er, type, and weight of rallers shall be suffacient to compact the rrzixture
to the rec�uired density. .
Tha field density of the campacted mixture shall be at least 98 percent of the maximurrz d�nsity of laborato-
ry specimens prepared fram samples of the cement-treated base material taken from the material in place.
The speciznens shall ba compacted and tested in accordance with AST`M D 558. The in--place freld density
shall be determined in accordance with ASTM D 1556 ar A5TM D 2167. Any mixture that has not been
compacted shall not he left undisturbed for miore than 30 minutes. The maisture cantent of the znixture at
the. start of campaction shall not be below nor nr�ore than 2 perceatage poiats abflve the optimum paaisture
content. The optimum moisture content shall be d�iermined in accordance �vith ASTM D 558 and shall be
less than that amount which wiil cause the mixture to become unstable during compaction and finishing.
• * * * * * � * * * � w s * * * � r s * • * * * * * * s * � s x� * * * w s s � * * * * * w� * * * * * s * * *
The followi�g optionai paragraph applies when cement-kreated .base course is to be accepted
for aensity on a statistica( basis. Delete the paragraph below if not applicable. If applica�le,
substitute for paragraph 304--4.6.
* * � s * r s * * * � � * * � s « � s �r � * z� * w �x * �u � * * � s * * * r� * » * � * * « * * * * * * * * * *
ACCEPTANCE SAMPLING AND TESTI�TG OF CE14iENT-TREATE➢ BASE COURSE {C011�IPAC-
TION}. Immediately upon compleiion of the spreading aperations, the snixture sha11 be thoroughly com-
pacted. The number, type, and weight of rollers shall be sufficient ta compact the mixture to the required
density.
The cement-treated b�.se caurse shall be accepted for density on a iot basis. A lot will cansist oi [ ]
and will be divided into four equal sublots. One test shal] be nnade for each sublot. Sampling Iocations will
be determined by the Engineer on a random basis in accordance tvith statistical procedures contained in
ASTM D 3565.
Each lot of compacted materiat wiIl be accepted, with respect to density, when the �.verage field density is
equal to ar greater than 98 percent of the maximum density of laboratory specimens pzepared from sam.ples
af cerz�ent-treated base course taken from the material in place.
The laboratory spacimens sh�l be campacted and tested in accordance with ASTM D 558. The in-place
field density shail be determined in accordance with ASTM D 155b.or ASTM D 2167.
The lot will be accepted without adjustzr�ent zn payrr�ent if the average density, bas�d on four acceptance
tests of the lot, is greater than ar equal to 9S percent. Ff ihe average density does nat meet ihis requirement,
the Contractor may elect to leave the lot 'sn, place at a re�uced anit price deterznined in accordance with
Table 3.
��4
2/�7/89
aG 150/53Y0-��OA
TABLE 3, S�IDING SCALE PAY FAG'i'ORS
Averags Percent Density Recommended Eercent Payment
98.0 and greater lOQ
17.0-97.9 95
96.0-96.9 �0
95.0--95.9 75
Less than 95.0 rejec#
A.n�y rnixture Ehat has not been compacted s3�a11 not be jeft undistributed far more than 30 minutes. The
maisiure content of the mixture at the starE oF cc�mpaction sha91 not be belaw nos more tisan 2}sercentage
,pnints abave the optunum moisture content. Th� optimum maisture cantent shall be determined in accord-
ance with ASTM D 558 and shall be Iess than that amount whic� will cause the mixture to become unstable
during compaction and finishing. .
* * * * * � • * • � �-* * � * « * �a � * s * : s * r s.* w s * * s * * * * • r * � � r � * * s * * [� * * r s
A Iot is the quantity of material to be cantroIIed. The lat size, tn be specif"ied 6y the Engi-
neer, shouid not excaed 1Z00 square yards {1 �03 sgusre meters} or ZOQ cub�c yards (1�3
cubic meters}. �ne day's productian may be specified as the lot size where it is not expected
to exceed 120Q sqnare yards (1 003 square mete�s} or 20U cuhic yards (��3 cubic meters).
� * * � * s � * � * t * * * * � * * * * * � s * ru r * s « �a � a * * � * * � * a * � �h � a s � z� � * : : . *
304-4.i LAYER THICKi�iESS. 'T�e maximura depth of a compacted Iayer shall be 5 inches (150 mm),
except where that total depth of the compacted base course is requir�d to be greater than 6 inches (150
mm}, no layer shall be in excess oi S inches {200 mm) or less ti�as� 4 inc4�es (100 mm) when compaeted. In
multilayer construction, the surface of the compacted material shall be ke�t moist untii covered with the
next layer. Successive layers shail be �placed and compacted so that t�e required Lotal depth af the base
course is compieted the same day. '
� �
3D4-4.8 FINISHING., F'snishing aperations shall be completed during daylight hours, and the cornpleced
base course shall conform to the reqt�ired li�cs, grades, and cross sectian. If n�cessary, the surface shall be
Iightly scazified to eliminate any iinprints zrxade .by the compacting or shaping eguipment. The surface shalI
ihen be zecom�aacted ta t�e required density. The compaction and finishix�g operations shall be comp�eted
vvithin 2 haurs of the time water is added to the rni?cture a�rd shall prodnce a smooth, dense surface that is
free of surface checking, ridges, 4r loose material.
304-�49 SURFACE TOLERANCE. The finished surface shall not wary more than 3/a inch (9 mm} when
tested with a lb-foot (4.8 m) straightedge applied parallel with, ar at right angles to, the centerline of the
stabilized area. Any deviatian in excess of this amount shall be corrected i�y the Contractar at the Coz�trac-
tor's expense.
304-4.1Q CONSTRi1CY'I�N 3�INT5. At the end of each day's � c�nstruction, a transverse canstruction
joint shall .be farmed by a header or by cuttizzg back into the compacLed material to forxn a true vertical face
free of Ioase rnaterial.
Lon�itudina! joints shall be formed by cutting back into the cvmpacted material to form a true vertical
edge.
304-4.11 PROTECTTfJN AND CURTNG. The compleied cement-treated base sifall be cured with a bitu-
minous curing seal applied as saon as possible, and in no case later than 24 �ours after completion of the
finishing operations. The surface of the base course sha13 be kapk moist until the bituminous naateria3 is ap-
plied.
Bituminous material shall be uniformly applied at a rate of between ��.1Q and 0.25 gallans per square yard
(�.47 and I.20 liters per square meter) af surface. The rate of applicatios� shall be approved by the Engineer.
l�1
AG 150/53�0-�Od
The curing seal sha11 be maintained and protected far 7 days.
2/171�9
Finished partions of the base cousse that are used by eguipment in the canstructiion of an adjoining section
shall be protected to prevent marring or damaging the completed wo�k. The stabiIized area shall be protect-
ed from freezing during th� curing period.
l4A�T{��� �� M�AS�i��FIdI�Nfi
304-5.1 The q�anl:ity of cement-treated base ta be paid foz will be determined by measurement of the
number of [square yards (square meters}j [cubic yards (cubic meters}] of base actually construcied and accept-
ed by the Engineer as complying with the plans and specifications.
3Q�i-5.2 Portland cement will be measured by the hundredweighi.
��SiS �� ���'wA�.f�i
3�4-6.1 Payment shall be rnade at the cantract unit price per jsquare yard {sq�are meter)] [cubic yard (cubic
meter)] far cement-treated base course. This price shall be full comp�nsation for furnishing aIl a�aterials,
except portland cement; for aIl preparation, manipulation, and placing of these znaterials; and for all labar,
ec�uipment, tools, and incid�nta3s necessary ta compiete the item.
* * * * t * * * * * * r * s * * * r� �x * � * s * + * � * r * • * * * � * * * * * a� * * * * s * * w * * * � *
The fo�towing optianal paragraph applies wfien eement-treated base caurse is accepted far
density as described under notes in paragraph 304-�.6. Delete tbs pa�ragraph below if nnt
�pplicahle.
�**�*a�*******************��**�**«*****,�:***s****�s*�**
Each lat of cement-treated bas� course will be accepted for density at the fuIl contract unit p�zce when the
results af four density tests indicate that the avezage density is equal to or greater than 98 percent as deter-
mined 6y paragzaph 30�-4.6. Each lot not meeting this requir�:ment will be accepted at an adjusted cantract
unit price in accordanee with Table 3.
304-b.2 Payment shall be made at the contract unit price per hundredweight for �artland cement. This
priae shall be fulI compensatian for Furnishing this material; for all delivery, placing, and incorporation of
this material; and fbr all labor, equipment, toois, and incidenta3s necessary ta complete the item.
Payment w•itl be made under: "
Item P-304-6.1
Item P--304-b.2
ASTM C 136
ASTM C 295
ASTM D 75
ASTM D 558
ASTIVI D 560
ASTM D 1556
ASTM D 1633
Cement-treated base caurse--�per [square yard (square meter)]
[cubi� yard (cui�ic meter)]
Portlarcd Cement—per hundredweight
r�s�i�� ��Qui�����-r�
Sieve or Screen Ar�alysis of Fine and Caarse Aggregate
Fetrographic Examina#ion of Aggregates for Conczete �
Sampling Aggrsgates
Mo'tsture-Density Relations of Soil-Cement Mix#ures
Freezing-and-Thawing Tests af Compacted Soi1-Cement
Mixtures
Density of Soi1 in Place by the Sand-Cane Method
Compressive Strength a€ Molded Sail-Cement Cylinders
12�
ZJ17/89
ASTM D 2167
A5TM D 3565
ASTM D 4318
AASHTO T 26
ASTM C 150
ASTM C 595
ASTM D 977
ASTM T7 20Z8
ASTM D 2397
�c i��i53�a��o,�
Density of Soil in Place by the Rubber-�alloon Method
Random Sampling of Paving Materials
Liquid Limit, Plast�c Limit, and Plasticity Index of Soils
Quality of Water to be Used in Concrete
f4��oY��lAI., R���11���4AI�iV��
Pprtland Cement
Slended Hydraulic Cements
Emulsified Asphalt
Liquici Asphalt (Rapid Curing Type) �
Cation.i�c Emulsified Asphalt
123 {�d '12�-)
���llJ�i{}L,�ix��lllw� �ixlJ
i� }i�L! 1 I 1 L' cYa ��V H�T Nl�� ��PH�1i."�'i�: ��;�(;i�k.eF���'+ r Y Y�lYJ1!�l� J.
�T}�1� S�)�CI� R�]�Ii�ICe3liC1C3 2ri0�1�1CS, �npl��'��:s. �r �nYerods lFte Gec�nic�,� ��eil�c�lio��s and }�l�tns
�r�d take� prec:-ed��it o�rer �h�m i� lhe eve3�� c�l' �ny cii�c:rega�cq-
3�i1.1 ��� tYte fo�iovvir�g to tl�is p�r�b agh:
'l'��is itej�ti s���ll c�ns3�� ni' fi�rnishir��r �7�'rSi,:lfl� �iil� l:OI11�i1GL{Il� 17i3� I'lll?C
:�����,�]«c c{�h�.rcte ��t�•f{rc�: course on ,����or� sl�o�l�l�r arc�s.
34{�,� (� }: ��eclai»��d a��h�l� p�rve���cnt (�1�P� sfYa�� no� be uscd.
3�0,� �.�)[��; .l. Co�r�e a����-�atc ���t<<] b� cr�.rst�cd s[one.
'�, T3��e�e �11 r�fe�-c.fice �n pr�lish vt�lti�e require�nentx,
���1.� (�}(h}: Dr��tc: lhi� �,ar��r�t��Y. �c� R�P st�t�111�e used.
T�BLF �.: 1v}agn�r���am S�lf��e ��t�rrdn�ss Lo�s s��al� Ltie � 3 perc:��t n���.xi�itiui�,
:��{l-� (2�}�a): A�-pl�a]� c:�����;n[ sl�all ti� �C-�(� i�Y ��cor�ai�c� wilf� T�BOT Iteni 3{)0_
�4CI.3 ��): ,���l�xl�i}� �h:�l] h�. a� lcas� �5.
3�U,� {�): '!'��31.F ?. .��;�;��gatc �racl��io�t sY�:�ll �oiti`a�-m �o lFre �ec�ui�:meri�s f.or'�'y�se �.
340.6 (G}{a}: .��pF��l�ic c����:.rete s��a31 Y�c �laced �tiYd �ontp��te� �o �on�aan r�ot m�rc than f�
�xc.�cei�i aii• vr�ic�s_
��U.�i ��fi}{F�): �?�le�e� �kiis ��u�a�r�tph.
;��#{I.7 ��}: L?��c�e �7is pa��a�rapli.
�Af1,+T ��}: T��j�:lE lIiFS �]iiP�i�'1'�i�7�1.
'T`xf�1f]7"idfl RVlfll� . I
3�#�1.8: �a}��nen� vdill he m:�d� k�y [he �'om��siie �r'eigh� r�zethod. D����e rc��rer��� �o
�o��cr�ite ���u�e.
P�ymer�l will ��e n�ade �nde��:
'1"x�1�7'I' lt�rrt 3�C1 H�r� Mix A��li�ltic �ttncrete Pa��emenl -- pe� !on
Tx f��3'C' �d(1 ��ltl . '�
ITEM 34Q HOT NIIX ASPHALTIC CONCRETE PAVEN�li1T
Item 340 of tlie 1993 edition of the Texas Department of Transportation STANDARD
SPECIFICATIONS FOR CONSTRUC'TIUN OF HIGHWAYS, STREETS A1�1D BRXDGES
is incorporated herein by reference and shall have the same eTfect as if printed herein in its entirety.
Provisions of this item shall govern except as specifically modified oz� the modif ca�ian page
immediately preceding this page.
�nn�e �a�►_i
l..
�
N1��1Fi�A'I'1C)?�i� T�
i'K'F� P-501 �C)�'1"���?�D C:�I�iEI�`�' C'D!`�JC'RE�'i; P�VT��'i�l�T
Th« spec�.ial sp�ct��aiioer r�z{�d���s, t�rr�pl�fies, �r �n�en�s i�e ��chnical sp���f�cati�ns and plans
and t�iccs prece��:n[ aver Eh�tt� i� �he c:v�nt of ar�y �fscte���c�+.
�ill-1.1: 'This wt�rk sl�all c:s�nsist o�' �a�r��nen� cnm��sed of gart���� c�rnen� cor�cr�[e
withn��t r��Tiforcerr��nt. c.xcep� ���hc�r� �c�t�d c�rti klle pla�7s_
�1��-�.� :�.: a, T��t� sl�akl i��: rr���� in acc:s�rda��ce w�th �"1�"I'�vI �?9� and ��IST�� ����.
b. 1�� tlie e���rw� n�a�c�ials �r��C�oswi� i'or ��se und�r this �tem ;�r� �}�grove� �� El�e
Tex�s �e�a�r�tmez�� oFTran�pc�rt:�tick� {'1'xilC]T) ��r 4�se it3 cor�crcte
pav�rnc��t, l�iese �cs�s re+��ir�d �Y� �hi� pa�-a�;�a�ls may t�e e�GrniTt��cd;
�-t>��ided��rc,rvever, ��7e �"on�racia� �l�a�] E`ur�7is�i �.�rittcn evic{c�3ce nf
Txi�C�'i' :.'�pr�va� oi't�7c �trtterials f�}r u�e in c�nc�€e �����ems�rti[,
�O�l-2�.1 c.: �. �r�d a���r�gr�pll. ']`h€: a��regate �h�11 �c compase� �fcl�an, �i�r�, unc����d
�artic�es and sl�a�l �3�:�i th� r�quiru�ncr��s fc�r cticl�i�ri��xs �x�b��at�ce� cc�;�tainect in
�4�'T1�1 C �3, �lass i �l.
i�. �"11� �erc���ta�e n�'wear sh311 h� no more kl�an �0 wl�er� tc:stcd irr �c�oi�da�tice
V4kiE] F�S����1'� � � � � Ql r���i� �� ���,
c. 'Z'�e li�]Eo��ia}� T�b1e ?, s�al] lr�: applicable�
�
P-SO1 MQD-1
�. �' 1
'I`�SLE :. C�R.�17A►�i'�[}f�' f'D�t ��4R�E A��F�C.�T�
�►�T1v1 � 33 �
�i�V� ��S]�,ri�1iOf1S Fran12" [�o Na, 4
(SC�L�fI�� {7�C[il€1�5� i'�r�enta�,;: b� V�Ici���t Pas�x�� �ieve�
� �,' L� � 1{ I -Y 71 � �{�. �
I�
��1�" lUf} ' ��_.____
�,�
� � ���+� _
j i,�
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a��„
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�
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� �o. �
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�iF 1-r.�:
5��.� � � .6:
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o-�;
{�-5
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�
�e��r�l �h��l conforr�� �� ��7e re�u�r�:�r�en�s af A�'I'�vi �' i5�,'I'YP� �-
���c�t�oEd�c� jc�inE �i11e� far ex��7sisian s��nt� ��Y�11 confoem tc3 ti�� rcyuifem�n�s �f
AST� D ] 7� l .
i�eisY��rcGn� sl���l cnrt�i�� c���iar n3ats cc}r�ft�rrr�it3g Eo t�tie requ�rcnic�Es of �1��M A►
] �� or 1��TM �l 704_
�k�ting mater3als sha3E b� ]fc�uid er�en3bra�,e-#'ormi�g �s�m}��r�r��s �o� ct��ing
�t�n�r��c an� s�;�ll c��i�Forn� kv �ht r�quireme:�ts �f ASTM C���, T}�pe �, �i�s� B_
D�l��e �raragfaphs �_. c. and d,
�•50� t�ioD-z
--- --.�,
_ ,
��l1-3.1; �. �nn�rete s��all !�� desi�n�d to a�hievc a�8-d�y f�c�c�K��1 s�r�r��th t�at
incets ar exce��s i�te acc.ep�ance crikerti� contain�d sr� para�'��it ��1-5,� f�sx �
t`�exu��1 �trena�ll r�f 70Q �si_
�,. The �rtir�ri��urn s:�menxicious �nate�rial (�erner�t p5us �}� �sh} s��11 b� ���
poun�� p�r' cub�c yar�#.
c, '1"h� mix design �1�a1� b� s�binitt�d �c� ��tie Lngaa��e�- at lea�t � 1�ays pnor to
��� st�ri of ���ra;���r��.
51�1��,�3: Tl�;. p�rcenla�e �+�'air i�X �l�c rnix shall be �.� � 1,0_
50�-�4.8: ��ia��li�� ec�t�ipn�e3�L or o[l�c� mec��ax7icak �q�i�rmenl ca�1 b�: perrt���tcd or� adjo�n3�1g
previously c��nst�icted ���emer�� wk��:� t97e co�c�et� stre�t�ih resc3ies a f�ex�ar�l
�trc;t��Gl� ��E"5�{} psi,
��}1-�.1U: 1�c1�.��: �ars�r;�pl� d. I�e�red jc�iri�s w€l1 r�+�� be ti�se�4,
5�11-�.IZ: a. '�'he sti�rf�ce c�f tltc pav�n�ektt sl�a�l �e fini,9ls�d willi a br�om linisl7,
b, �7�let� ��ragr�p�Ys 1�, An� c.
5�J ��.1�: i)�l��e ih�s sectior�. �rCl� l'��lti[d�t1, I�7CxUT�` 4�1{.'CI�IG'� lFi [��15 ��C1afrt1�7�3 vdi�� ]��� �]�
reQ�ired.
� �UL-�.7�t:: :�. Curit3� s�rafl bc by tk.�� �m�rervi.�ts� �rfembr��e'V�eEhc�d as ret�uircd �r�
pa; a�ra��� �{1 l -�#, l4 �,
�
i�, T:�eE�tc ��ara�ra�xl�s b., c. �ald d.
5�11-�.1: A 10� ���al! cc�n�i�i of 3,�OQ sq�are y�rds or #ractic�� �he�eof.
�(k]-7.1: l'o�tl�nd �:��r�1e��� c�r��r��e shalf bc measure�i bv ti1� nti�rnbcr c�fsquare y�:��ds.
D�kete all oth�r rt�ea�ur�rncr�� Lmai�,
�,
4
1
P=50! 1v�OD-3
�0�-#�.1: P�}�r�lent for accepked con�re[� p�vement ��ia11 be 3���,�� �� tF�e uc�ntra�� ��it �e�
��ltia�c yar� ad���sx�:d in accorda�ice wiih �ara�ra�ph ��J 1-#�.i a s���ec� �c� tk��
iEmit��tor� t�,at:
Th� �ota� projeci p�yrr��n� #'�r concret� p��rement s3ial] nc�t exce�d l{]C}
p�rc�n� ��f �f�c pr�dr��t �� k�� ct�n[ract un�t pr�c� ari� tht [cxta� alurr�be� o['
sq�«re var�s t�f �o�ic�e�e �av��i�e�it use�i ti�i �he accepte�d wurk (Se� i��ic� �
unc��r Table ��.
Pa��t7e��[ sl�all bc �nati�; ��dee:
Itern f'-S{) i•�, l a ��i-tl�nd C'r:ns�:��s �'oncf�.tc P�}�c�73en� -�- S��r st�t�:��•e y�xrcl
SU1-8.�: I3e�ete tE�is pa���,raph,
�.5a i �C�L�-�
P-�vC}'9
AC 1�Of537d-10A includes changes thru CHG 1�
IT�Ii� P��01 PO�iLAR�D C�ll��hli C�I��R��� P�1I���R�i
9����1�'i°I�N
501-1.I This work shall consist of pavernent composed of portiand cement concrete, L wi#h reinforcement j(
without reinforcement ] constructed nn a p'repared underlying surface in accordance with kh�se specifications
and .shall conforFn to the lines, grades, thzckness, and typical crass sections shown on tha pians. �
**��,�x*�*��*�****�*�*,�*+*�*+**�*,�*********�x**��*.**�*��***�**
The Engineer shal! specify with nr without reiaiorcement.
�*****,�*,�*,�,�*�*�,�*,�*,�*,�***�**+**�*,�****,�****,����*,�***�*�,�,���
501-2.1 t�.GGREGATES.
t9dY►4 i ��IA�S
a. Reactivity. Aggregate shall be free of substances tha# are deleteriously reactive with the alkalies in the
cement in an amount sufficient to cause excessive expansion of the canerete. Accepkak�le aggregate shall be based
on satisfactory evidence fumished by the Contractor that the aggregate is free from such materials. This evidence
shal� include service records of concrete of comparable groperties under similar conditions of expos�re andlor
certi�ed reeords of tests by a testing laboratary that meets ihe requirements of ASTM C 1077. Tests shali be
made in accordance with � ASTM C 227, ASTM C 295 and ASTM C 289 ]. or [ ASTM D 12b0 ].
**�**�*�:�,�***��**,�*�*�**�***,�*,�,���**�*�***��***�*,��*,�*��*,��*
Aggregates from operaiional pits and yuarries ean be relied upon only if there is er+idence thaf the
nature af the aggregate has no4 cha�ged as the qr�arry is exhausted.
The Engineer shal! specify the test method. Normalfy the tests ake performed in specific order.
The petrogra�hic analysis, ASTM C 295, is conducted first. If reactive mineraIs are idefltified, a
qvick chemical test, ASTM C 2$9, is conducted. Tf the results are positive, a mortar-bar expansian
test, ASTM C 22'�, 3s cnnducted.
Whiie not whoity conclusive, petrographic examinatinn, ASTM C 295, and chemical test,
ASTM C�89, provide varuable i�dicators. Hower+er, ASTM C�89 test resuits may not be cnrreet
for aggregates containing carbonates of calcium, magr�esium or ferrous iron, such as calcits,
dolomite, magnesi#e ar sicierite; or silicates of magnesium such as serpentine. The mortar bar
method, ASTM C 229, while preferable and �m.ore �reliabie, requires at 'least 6 months and
preferably one year to yield res�lts. lt should be used for new sources of aggregate.
See ASTM C 33, Appendix X1,. Methods for Evaluating Fotential Reactivity oT An Aggreg�te for
additionai infol'matian.
ASTM D 126fl, Pot�ntial Alkali-Reac#ivity of Aggregate {Mortar-Bar Method) may be substituted
at the option af the Engineer, includin� test parameters.
**�****x*�*********�**�*�*�**�**�a��**,�*�*�.��**,�*,�***,�**,��***
b. Fine Aggregate. Fine aggregate shal� canform to the requireznents of ASTM C 33. Gradation shall meet
tlie reqnirements of Table � v�hen tested in accordance with ASTM C 136, except as may otherwise be qualified
under Section 5 nf ASTM C 33.
P-5D9-')
�
AC 950l�37D-10A includes chanqes thru C�iG 1�
'TABLE 1. GRADATION �'OR �'IN� A�.GGREGATE
{ASTM C 33}
Sieve Designatian (Square Openirtgs) Fercentage by Weight
Passing Sieves
3�s ►�. �9.s �) i ao
No. 4 (4.75 mm} 95-100
No. 8 {2.36 mm) SO-100
No. 15 (1 _ 18 mm) 50-SS
No. 30 (60Q micra-m) 25-60
No. 50 (300 micro-m) 10-30
Nfl. 100 (150 micro-m) 2-10
P-501
c. Coarse Aggrcgate. Coarse aggre;ate shaii conform to the requirements of ASTM C 33. Gradation,
within the separated size groups, ahall meet the requirements of Table 2 whe�a tested in accordance with
ASTM C 136. Wlhen the naminal maximum size of the agbregate is greater than l inch, the aggregates sha11 be
furnished in two size graups. _ �
Aggregafes defivered to the mixer shajl consist of crushed stone, crushed or unc�rushed gravel, air-coaiEd blast
furnace slag, crushed recycled concr�te pavement, or a combination thereo£ The aggregate shall be composed of
clean, E�ard, uncoated particles and shall mEet the reyuirements for deleteriaus substancea cantained in
ASTM C 33, Class [ ]. Dust and other coating sha{I be removed frorn the aggregates by washin�. 1fie
aggregate in any size group shall nat cantain rnore than $ percent by weight of flat or elangated pieces whan
tested in accardance with ASTM D 4791. A flat or elangateci particle is one having a ratia between the maximum
and the minirnum dimensions of a circumscribing rectangular prism exceeding 5 to I.
�F ir +k �F "* aF �t ie �r * �F �Y �r �4 4r * ie ir ah k flr +k �1r �r ie k ilr �r ik � fe �Ir ir f�e Y� �Y ir ir 'k A tk �k ia �k �k +F �k �k �k Ve ir tk ** ie �k 9r �Y 9r �Ir
The Engineer shall specify the Class in accordance witl� Table 3 ai ASTM C 33 or based on
histarical data, In areas aFfected by Disintegratian Cracking {D-cracicing), the �ngineer shauld
add ASTM C 666, Resistance of Cancrete to Rapid Fre�zing and Thawing, to the list of festing
req�irements and insert in the fallawing paragraph:
"Privr to approval of mixture design, the Contractor shall submit written certification that the
aggregate does not have a history of D-Cracicing and that the aggregate is �approved by a state
Department af Transportatian specifcaily addressing susceptibility to D-Cracking. If the
aggregate is nat �pprnved by a state agency, the aggregates may be apPraved provided the
aggregate 'rs tested in accardance with ASTPVI C 666 and receives a durahility factor of 95 percent
or greater.'"
*****w �,r**�**,r,� �r*�r* ** *a� ** *# **� ** ** *,� *,� * ** *� *�t*�*v� ** ***�.:e�**
The percentage of wear shafl be na mare than ( j when tested in accordance with ASTM C 131 or
ASTM C 535. �
,�***,�*�**,�*�*,�***�*,�*,�**�*,��*�+�*,�***+****,�*******,�**�******
The �ngineer si�all specify the percentage of we�r. It shoulci nat exceed 40 perce�t. In certain
cases where aggregate af this quality cannot be abtained econo�nicaliy, aggregate with a higher
percentage of wear may be nsed if a satisfaciory service record of ai least 5 years'. durafion under
similgr conditions of service and exposure has been demnnstrated.
****,�**�***�****�*�***�**�*,�****�*,�*,�*�*��*�*,�***�*�*****,�**
�-501-2
�-5Q1
AC 15fl15370-10A includes c�anqes thru CWG 12
* *�r+�,v*�ir�4 fir*akJr*,tie*i'ik,kir*�k*�ei�,kirilrirtFwre,r**ir�k irt,t+k�rVe�4*ie,kirie�k�k Jrir*,t**,t**
The E�gineer shall specify the aggregate to be furnished from the table s�own im tk�is note. The
appropriate gradafion shall be inserted into Table Z. Inaert points are denoted by asterisks.
Wher�e locally available ag�regates cannat be ecoaomically blended to� meet the grading
requirements, the gradations may be modiTied by the Engineer to fit the characteristics oi suc3�
locaIly available aggregates.
GRA.DATION �'OR COARS� AGGREGAT�
Percentage by W eigk�t Passin� Sieves
Sieve Designatians Frasrs 2" tr► No. 4 Frvm 1-1/2" to No. 4 F'rom 1" to No. 4
{square openings} {50.8 mm - 4.i5 mm) (38.1 mm - 4.75 mm) (25.0 mm-4.7S mm)
#3 #57 #4 #6'� #57
in. mm 2"-1" 1"-No.4 1-1/�"-314" 3/a"-No.4 1"-No.4
Z-112 63 100 --- ___ ___ ..r
2 50:8 90-100 --- �06 --- ---
1-1l2 38.1 35-70 1[?U 9U-100 --- 100
1 ZSA 6-15 95-lOD 2D-55 100 95-14�
3/4 19.0 --- --- D-15 90-1D0 --
1/2 1Z.5 0-5 25-GO --- -_- �g_�0
3J$ 9.S --- --- 0-5 �0-55 ---
No.4 A.75 --- b-IO --- a-14 0-14
No. S Z.36 --- 4-5 --- 0-5 0-5
rF*,h�ir** **irte*dr**,k** *ir*�rat,4*,tra4*ir�}r* **ir*�r,r* *{�yt*t*�r,r�*!r* �k*� **ir�Fwdr*ir
TABLE 2. GRA.DATION FOR COARSE AGGR�GATE
- ASTM C 33
I, Percentage �y Weight P�ssing Sieves
Sieve Designatiosts j
(square apenings} j
in, m3n � * *
2-1/2 63 * �
� 50.8 * *
1-1/2 38.1 * *
1 �5.0 * *
3/4 19.0 * �
l!Z%s 1�.5 � *
3/8 9.5 * *
�Vo.4 q:75 *' *
No. $ 2.36 * *
501-2,Z CEMENT. Cement shall eonform to the requuements of ASTM [ ] Type i ]
**�*,��*�*,�****+*�***,�**�********,�*****�**�****�**��,�**��*,���
� The Engineer shall specify ane of the foilowing: ASTM C I50 - Type I, II, III, ar iV.
�
A5TM C 595 - Type IP, IS, S, I(P1VI).
y ASTM C 150 covers portlat�d cements. A�T1V� C�95 covers blenc3ed hydraulie cements as foilaws:
IP - Porfland-�'ozzolan Cement, IS - Portland Bias#-�'uraace Slag Cements, S- Slag Cemes�t,
� I(P1Vn - Pozznlan Modified-Portland Cement. The c#�emical requiremes►ts Tor aU cement �ypes
specified sho�ld meet saitable criter'sa for deleferious activity in accordance with ASTM C 33 vr
based on historical data. Low alkali cements (less than �.G% total equivalent sikalinity) should be
s�ecifed when any doubt exists.
,�**�t***�****,�**�,a,r****�**,�*,�*,r,r*,��+��,r*,r,r,r�,r*a�*,r**,t,r***�r**�t*
�-501-3
AC 15DI5370-9 OA includes chan4es thru CHG 12 p-��'�.
If for any reason, cement becomes gartially set or contains lumps of cak�d cement, it shall be rejected. Cement
salvaged from discarded or used bags shall n.ot be used.
S0�-I.3 CEMENTITIOUS MAT�RIALS.
a. Fly Ash. Fly ash shall meet the r�quirements of ASTM C 61$, Class C, F, or N with the exception of
loss of ignition, where the maximum shajl be iess than 6 percent for Class F or N. [ The s�pplementary optionaI
chemical and physical prnperti�s of Tahles 1A ar�d 2A contained in ASTM C 618 shali appiy. �
b. �last �'urnace 51ag. Ground biast fiu�nace slag shall meet the requirements of ASTM C 989, Grade 100
or 120.
*******�*******,�**********�,►,�**��k*�**�+***�*,�*******,��,�*,�**
�'ly ash may be accepted from sources that are pre-qualiiied by ather agenries sueh as state
Departments of Transportation, pro�ided it meets the loss of ignitian requirement of this
specifscation and is accompanied by a certiiicatiau and test data.
The �ngineer should specify Tabl� lA when tly ash is �sed in conerete containing reactive
aggregates and cement to meet a limitation on alkali contents. Table aA should be speeiiied when
fly ash is used with aggregates that ar� regarded as de1eterious�y reactive with alkalies in cement.
* **** x ****,r****,�* *�* ** ** **,�** ***�r*** *�,�* �r* *,� *,� ***,r � *�* ** **,�*
5a1-2.4 PREMOLDED J�INT FILLER Premoided joint �ller for expansian joints shall canform to the
requizen:aents of [ ASTM D 175] ][ ASTM D 1'152, Tyge II or LII ) and shall be punched to admit the dowels
where called for an the p9ans. The filler for each joint shalE be furnished in a single piece far the ful] depth and
width reguized for the joint, unless otherwise specified l�y the Engiaeer. When the use o#'mare than one piece is
required for a jaint, the a�ui#ing ends shall be fastened securely and hald accurately to shape by stapling or other
positiWe fastenin� means satisfactory to the Engineer.
a*�e** **w,r*,rv�,tv.***+**,r,t,r,a **�r+t�,�** �*�r* **� * �r* �e* *+**,�** **� ** ** �*
The �+ngineer shall designate either ASTM D 1�51 ar ASTM D 1.752. Joint Clier must be compatible with
jaint seaiants.
*,�***tr,�****,�*******,�*,�*�*,�*w***,�*�*��******�.+,�+�**,�**�*�*�+*
5a1-Z.5 J�INT SEAL�R. The joint sealer for the joints in the concrete pavemant sha[1 meet the requirements of
Item P-bQ5 and sha116e of the type(s) specified in the plans.
501-2.5 STEEL REINFORCEMENT. Reinfarcing shall consist of { ] canforming ta the requirements
of A�TM [ ].
******,�****�*,��**�*********:�,�*w,�*,�*;�******�,�*��******��*,�**** �_
The Engineer shall designate ane at the following:
�Velded steel wire fabric ASTM A 185
Welded def4rmed steel fabric ASTM A 497
Bar mats ASTM A 184 ar A 744
Welded wire fabric shall be fnrMished in flat sheets nniy.
Delete this paragraph when not appEicable fo ti�e project.
* ** �*�r*�,a* **� **�r*** **** �r** ** *****,r*,�� * �r*,r�* *�,� *,�*� **a�*** ** �*
501-2.� DOWEL AND TTE BARS. Tie bars shal] be deformed steel bars and conform to the requirements o#'
ASTM A 615, ASTM A 61G, ar ASTM A 617, except that rail steel bars, Grade_ 50 or 60, shall not 6e used for tie
hars tiiat are to be bent or restraightened during construction, Tie �ars designated as Grade 40 in ASTM A 615
can be used for construction requiring bent bars.
P-:0'# -4
P-��� �,C 150I53i0-10A includes chanqes thru CHG '!2
bowel bars shall be plain steel bars conforming to ASTM A 615, ASTM A 616 or ASTM A 617 and shall be free
from burring ar other deformatian restrictirig slippage in the concrete. High strength dowel bars sk►all conform to
ASTM A 71�4, C1ass 2, Type 5, Grade I, IT or III, Bare Finish. Before deli�ery to the construction site each dowel
bar shall be painted on all surf'aces wikh one coat of paint t�eetin� Federal Specification TT-P-664. If plastic or
epoxy-coated steel dawels �re used no,paint coating is required, except when specified for a particular situation on
the plans. Coated dowels shall conform to the requirements of AASHTO 1V� 254.
The sleeves fnr dowel bars usad in expansiqn joints shali be znetai ar other type of an approvsd design to cover 2
to 3 in,ches (50 mm ta 75 mm} of the dowel, with a closed end and with a suitable stop to hoid the enci of the bar at
least 1 inch (25 mrn) from tiae ciosed end of the slee�e. Sleeves shall be of such design that they wzll not collapse
during construcrion.
501-2.8 WAT�R. Water used in mixing or curing shall be clean and free of oil, salt, acid, alkali, sugar,
vegetable, or other substances injurious to the finished product. Water will be tested in accardancE with ths
requirements of AASHTO T 26. Water lrnown to be of potable qualiry may be used without testing.
SOI-2.9 COVER MATER.IAL FOR CUR�NG. Curing materials shal! conform to one of the following
speci�ca#ions: -
a. Liquid memhrane-forming campounds for curing conerete s�alJ conform to the requirements af
ASTM C 309, Type 2, Class B. .
b. VJhite polyethylene flm for curing concrete shall confvrm to the requirements of ASTM C 171.
c, White bur�ap-golyethylene shseting far curing concrete shal! cor�form to the requirements of
ASTM C ] 73.
d. Waterproof paper for curing concrete s�aZI confarm to the requiremants of ASTM C 171.
5d1-�.IO ADMIXTUR�S. The use of any znateria( added to the concrete mix shall be approved tiy the
Engineer. The Cantractor shall subrnit certificates indicating that the mater�al fo be furnished rneets all of the
requirements indicated below. In addition, the Engineer may require the Contractar to submit complete test data
from an approved laY�oratary showing that the material tn be furnished meets all of the reguirements of #he cited
specifications. Subsequent tests may be made of sannpiss taken by tha Enaineer from the supply of the material
being furnished ar proposed ftir use on the work to determine whether tne admixture is uniform in quaiity witi�
that approved. �
a. Air-Entraining Admixtures. Air-entrainirig admixtures shall meet the requiremen#s of ASTM C 260
and shajl cansistenkly entrain the air content in the specified ranges under field conditions. The air-entrainment
agent and any water reducer admixture shall be compatible.
b. Chemical Admixtures. Water-reducing, se4 retarding, and set-accelerating admi�ctures shall meet the
requirements of A�TM C 494, inciuding the flexural streng#h test.
SDl-2.11 EPDXY-RESIN. Epoxy-resin used t4 anchor dowels and tie bars z�r� pavements shal] conform to the
reguirements of ASTM C 881, Type I, Grade 3, Class C. Class A or B sixali be used w�en the suriace temperature
of the hardened concrete is bel�w 60 debrees F(16 degrees C).
50I-Z.12 MATERIAL ACCEPTANCE. Prior to use of materials, the Cantractar shall submit certified test
reports to the Engineer far those materials prpposed for use duri�ng consiructian. The certification shail show the
apprapriate ASTM test{s) for each material, the tast results, and a statemen# that the tnaterial passed or fai1ed.
! The Engineer may request samples for testing, prior to and during prpduction, to verify tiie quality of the materials
. and to ens�re conformance with the applicable specifications.
p-�a1-�
AC 950l537D-10A includes changes thru CHG 12 _ �-���.
NIIX ����Gi�
SD1-3.1 PROPQRTIONS. Conerete shall be designed to achie�e a 28»day flexural strength that meets or
exceeds the acceptance criteria contained in paragraph 50]-5,2 for a flexuraE strength of [ ] psi. The mix shall
be designed using tk�e procedures contained in Chapter 7 of th� Portland Cement Association's raanual, "Design
and Contro3 of Concrete Mi:ctures". �
* * *� ** *,� �� �*�*** �r,r ** *,�** *+* ****�****,t*�** *�* ** *,�*�r*�** k*,�� **
The Engineer shall designate the design strength. The ntinimum 3lexaral strength allowable for
airport pa�ements is 600 psi {4 136 kPa).
Higher flexural stren�th can he specified when local materials make this eennomically feasible.
However, it must be recagnized that dz�e to �ariations in materiais, operaiians, and testing, the
average streneth af eancrete Turnished t�y a supplier must be higher than the speci�ed strength to
insure a good st�tistical chance of m�eting the acceptance criteria throu�hout the duration of the
job.
�or pa�errtents designed to accommodate aireraft gross weights of 30,044 pounda (13 500 kg} or
less, this section may be modified tn indicate that �onerete sitall be designed to aehieve a 28-day
campressive strer�gth such thai meets or exceeds the acc�eptance criteria i'or a compressive strend h
of
4,400 psi (3Q 70U kI'a).
If the specifed strengtt► is reyuired earlier than ZS days, the Enginecr shall designate the time
period.
*�*********�*,��**,�*******,��*.�*****�*******,�:�***�*�****,�,�****
The Contractor shal] nate thaE to ensure that the cancrete actually produced will meet or exceed the acceptance
criteria for the specified strength, the mix design avera3e strength must be higher than the specified strength. The
amount of overdesign necessary ta.meet speciFcation requirements depencEs on the producer's standard de�iation
of flexura] test resuIts and the accuracy which that vaiue can be estimated from historic data for the same ar
similar materials.
The minimum cementitious material (cement plus fly ash} sha]! be [ � paunds per cubic yard ([ J kg per
cubic meter}. 'Tfie ratio of water to cementirious material, including frae surface moisture on the aggregates but
not including moisture absorbed by the aggregates shall not he more tb.an [ ] by weight.
,�****,�*,�*�**�*���**�**�*�****a��************+**,�******�***�*�
A minimum cement content of 500 pounds (22'� kg) should be specified. A higher minimurn may
be necessary to me�et the specified strength when ather cemenkitious materials are substituted or to
meet durability requirements for severe freezelthaw, deicar, or sulfate exposure.
A maximum waterlcementitinus ratio of 0.50 should be speeified. A lower water/cemenYitious ratio
may be necessary for severe freezelthaw, deicer, or sulfate exposure.
*****�.*�*�****,�,���***�,�*,�***�**�**,�*,�*,�*,�****,��*,�,�*,�**,��***«
Prior to the start of paving operatians and after approval of all material to be used in the cancrete, tlie Contractor
shal� submit a mix design showing the proportions and flexural strength obtained from tk►e concrete at 7 and 28
days. The �i�c design shail include copies of test reports, including t�st dates, and a complete list oi materials
including type, braz�d, saurce, and amount of cement, fly ash, �round slag, coarse agbregate, fn.e aggregate, water,
and admixturas. The fineness modulus of the fine aggregate and the air content shall also be shown. The mix
design shall be suhmitted ta ti�e Engineer at f�ast [ ] days prior to the start of operations. Production shall nat
bagin until the mix design is approved in writing by the En.gincer.
Should a cizange in sources be made, or admixtures added or deleted froin the mix, a new mix desiu,,n must be
submitted to the Enaineer for appro�al.
�-�0'f -6
P-501 AC__150153�0-�OA includes chanqes thru CF�G 12,
***�*�***�****��**,�*,�****,�**�*�**,�********�***,�*,�**,�**,��****
A minimum af 10 days is recomrnended. The Engineer may wisk� to specify that previo�ssly
appraved mix designs alder than 90 days shall not be used.
,�***�**�*,��,�,�x*�*�*,�*���****,�**��*�a�,�*�**�.***,�*�*�**,��**�,�**
Flexural strenb #� test specimens shaIl be prepared in accordance with ASTM C 31 and tested in accordance witi�
ASTM C 78. The �nix determined shall be warkable concrete having a slump for side-form concrete 6etween 1
and 2 inches (25 mm and 50 mm) as determined by ASTM C 143. For vibrated slip-form concrete, the slump
shali be between 1/2 inch (13 mm) and 1 1/2 inches (38 nam).
*�****�***�*,�**�***��*,��,*�*****��*�*�*,�**,�*,�***���*+�***�*�*
When the dssign strength sn paragragh 5�1-3.1 is based on com�rresssve strength, the specimens
should be tested in accordance witi� ASTM C 39. Substitute compressi�e strength for flexural
strength.
,�***�**,�*��,�****�****�**,�**�**,�****�*��*,�*****��,r*�,�**�,�****
50I-3.Z CEMENTITIOUS MATERIALS.
a. Fly Ash. FIy ash may 6e used in the mix design.- When fly ash is used as a partial replaccnient for
cement, the minimum cement content may be met by considering portland cement pli�s fly ash as t�a total
cementitious material. 'Tlie raplacement rate shall be determinad from laboratory trial m�es, but shall not exceed
[ ] percent by weight of the total cementitiaus material.
b. Ground 5iag. Ground blast-furnace slag may be used in a msx design containing 'iype I or Typa TI
cement_ The slag, or slag plus fly ash if both are used, may constitute between 2S to 55 percent of the total
cementitious material by weight. lf the concrete is to be used for slipForrning oparations and the air temperature is
expected Co be lower than 55 degrees �' (13 degrees G) the percent slag shaIl not exceed 30 percent by weight.
*�** **t�����**++�*�r***,��****��***�,�,�,���**,�*�* ** �*�,r,�*,+*�r,�***,�
Due to �ariations in fly ash, ce�nent, streng#h requlreme�ts, etc. the repIacement rate specified
should be based on local materials, buf should be between 10-2Q percent.
Cancrete containing fly ash wili ultimately develop a flexural strength greater than concrete
without fiy ash. However, the rate af development and the ultimate strength nf the concrete
depend on the chargcteristics of the i1y gsh, the cement used, the propartinns of fly ash and esment,
and ti�e curic�g environment. �
EPA guideiines published .in 4Q C�'R Part 249, which implement prvvisions of the Resource
Cnnservation aad Reco�ery Act of 197b, require that contract specifications allar�v"for the use of fiy
ash, unless its use can be determined.io be inappropriate for technical reasons documented by the
owner or the desiga engineer.
��**�*�***,�*****�***�*�***�*��*�*,�**�*���*,�***,�****,�*,�******
501-3.3 ADMIXTURES.
a. Air-Entraining. Air-entraining admixture shall he addad in snch a manner that will insure uniform
distribution pf the agent throughout the batch. The air cantent of fresi�ly nnix air-entrained concrete shall be based
upon trial mixes with the materials to be used in the work adjusted to produce concrete of the required plasticity
and workability. The perceptage of air in the mix shall be [ ]. Air content shall be determined by testivag in
accorc�ance with A51'M C 231 for b avel and stone caarse aggregate and ASTM C i73 for slag and other higtzly
porous coarse ag� egate.
b. Chemical. Water-reducing, sat-controlling, and other approved admixtures shall be adciec� to the mix in
the manner recammended by the manufacturer and in the amaunt necessary to comply wit31 the specification
requ'vements. Tests s[�ali be conducted on tria3 mixes, with the materials to be used in the work, in accordance
wi#!i" ASTM C 49�.
�-501-�
AC 13D153iU-10A includes chanaes thru CHG ��
�-5D1
***,�*****,�*�*,�**,�+*�*,�****�,��****,�*�,�*,��****,�*�**�*k*,�*�****�
The Engineer shall specify the appropriate air content as determined fro�n the table in this note.
For warm climate areas where freezing and thawing is nof a factor, non-air-entrained concrete
may be used.
RECOMM�NDED AIIt CONTENT (PERCENT)
Maxisr�um Size Aggregate inches {mm)
Exposure Le�eI
2(51) 1.5(38)
z.o a.s
4.0 4.5
5.Q 5.5
1(�5)
3/4(14) 112(13)
3.S 4.0
�.o s.s
s.a 7.0
M�ia
Moderate
Se�ere
3.0
a.s
6.0
Mild expos►ere - When desired for other than d►�rability, suct� as ta iinprove workabiiity. Used
where pavement will not be exposed to freezing or to deicing agents.
Moderate expnsare - Service in a. climate where freezing is expected but where tha conerete will not
be continually exposed to maisture or free water for long periods prior to freezing and will not be
exposed to deicing agents or other aggressive chernicals.
5evere exposure - Concrete which is expnsed to deicing ci�emicals ar other aggressi�e agents or
where th� concrete may become highly saturated by continual contact with moisture or free water
prior to freezing.
�k * +Y a� Yr * * * �r �!r ik * dr * �r dF �4 �k e'r k ak * ir * ir * ilr �k h * �k ir * k 1e ir a� ak * k �1M * �r �F * +F +�r eF �4 * 1e ir 9r 1r ilr sY dr �e Jr *
SUI-3.4 T�STiNG LABORAT�RY. •The laboratary used to develop the mix design shall meet the
zequirernents of ASTM C 1077. A certificatian that it meets these requirements shali be submitted to khe Engineer
pxiar to th� starc of mix desi�n and shall contain as a minimum:
a. Qualifications of personnel; laboratory manager, supervising techn�cian, and testing technicians.
b. A statement that the equipment used in deWeloping tl�e mix design is in calibration.
e. A statement that each test specified in developing �he mix desi;n is offered in t�e scope nf the
laboratpry's services.
d. A copy of the labaratory's quality control system.
��������7 ��� ���b���
501-4.1 EQUIPMENT. The Cantractor shail furnish ali equipment and tools necessary for handiing materials
and perfo�rrn.ia�g all paz-ts of the waric.
a. Satch Plant and Equipmant. The batch plant and equipment shal! canform to the requirements of
ASTM C 94.
h. Mixers and Transportation Equipment.
(3.j General. Conerete may be mixed at a central plant, or wi�olly ar in part in truck mixers. Eaci�
mixer shall have attached in a prominent place a manuiacturer's nameplate showing the capacity of the dnun in
terms of �olume of mixed concrete and the speed of ratation of tha mixing dnim or blades.
�-�01-8
P-�D1
AC 1�0153i0-74,4 inciudes changes thpu CHG 12,
*«�,�******�**,�**,�*******,���**,�**�**,�*�,�*,�*�*�***�*�,�**,��*�**
The Engineer may speci�'y the use of a centrat piant mixer if deemed necessary for a parficular
project.
,�* ** ** *.f*,�** **,�** *,t*�ir�,r* *,�*,t,t,t*,k,�**w�r,r�r*,k***,k�**x**�k��x**,r*
(2) Centrai plant mixer. Central pfant mixers shall conform to the requirements of ASTM C 94.
The mixer shall be examined daily for changes in condition due to accumulation of hard concrete or mortar ar
wear af bla�es. The pickup and throwov�r blades shall be replaced when they have worn down 31�4 inch (19 mm)
or inare. The Contractnr shall have a copy of tE�e ma�nufactnrer's design on hand showing dimensians and
arrangement of blades in reference to or aQirnal height and depth.
(3) Truek mixers and truck agitators. Truck mixers used far mixing and hauling cancrete and truck
agitators used for hauiing central-mixed cancrete shall conform to the requirements of ASTM C 94.
(4} Nonagitator trucks. Nonagitating hauling equipment shall conform to the requirements of
ASTM C 94.
c. Finishing Equipment. The finishing equipment shall be af su�cient weight and power for Proper
fu�ishing of the conerete. The imishing machine shalI be designed and operated to strike off, screed and
consoiidate the conerete such ihat laitance on the surface is less than 1/8-inch (3 mm} thick.
d. Vibrators. Vibrator shall be either interz�al type with immersed tube or multiple spuds, or surface type
r+ibrating pan or screed. �'or pa�ements 8 inches (20 cm) or more thick� intemal vibrators shall be used. They ririay
be attached to the spreadar or the finishing machine, or they may be mounted on a sepazate carriage. Operating
frequency for interna! vibrators shall be between B4OOQ and 12,000 vibrations per minute. A�erage ampli�ude for
internal vibrators s1�a11 be OAZS-Q.OS inches (O.Q6-0.13 em). For pa�ements less than 8 inches {20 cm} thick,
�ibrating surface pans or screeds shall be allowed. Operating freguencies for surface vibrators shall be hetween
3,000 and 6,OD0 vibrations per minute.
The number, spacing, and frequency shall �6e as necessary to provide a dense snd homogeneaus pavement.
Adequate power to operate al� vibrators shall be available on the pa�er. The vibratnrs shall be automaiically
con�rnlled so that they shall be stopped as forrvard motion ceases.
Hand held vibrators may be used in irregular areas.
� e. Concrete Saws. The �Contractor shall provide sawing equipment adequate in number of units and power
to campl�ete tl�e sawing to the required dimensions. The Contractor shall provide at jeast one standby sa�r+ in gaod
- working order an� a supply.of saw blades at fhe site of the work at ai] times during sawing �perations.
' f. Sicie Forms. Straight side farms shall be made af sTeel and shal] be furnishe� in sections not [ess than 14
feet (3 m) in length. Forms shall have a depth equal to the pavement thickness at the edge. Flexible or curved
' f�r.ms of proper radius shall be used for curves of 100-foot (31 m) radius or less. Fnrms shall be provided with
� � adequate devices for secure settings so that when in place they will withstand, without .visible spring or settlement,
the impact and �i6ration of the consolidating and finishing equzpment. Forms with battered toQ surfaces and bent,
twisted or braken forms shall not be used. Built-up forrns shall npt be used, except as approved 6� the Engineer.
� The top face af the farm shall not vary fronn a f�'ue plane more than 118 inch (3 mm) in 10 feet (3 m), and the
� upstanding leg shall not vary more than 1/4 inch (6 mm). The forms shall contain provisions for locicing the en�s
of abutting sectioas together tightly For secure setting. Wood forms may be used under special conditians, when
� approved by tf�e Engineer.
g. Pavcrs. 'The paver shall be fully enerbized, self-propellec3, and designed for the specific purpase of
placing, cansolidating, and finishing the conerate pavement, true to grade, tolerances, and cross section. It sha11
he of sufficient weight and power to construct the maximum specif ed conere#e pauing lane w�dth as shown in th�
plans, at adequate farward speed, without transverse, langitudinal or vertical instab ility or without displacement.
The paver shall be equipped with electronic or hydraulic horizoaral and �ertical contrnl devices.
P-301-9
AC 1�015370-10A includes chanqes th�u CFiG 12 �.�p�
501-4.2, F�RM S��'TING. Forms shall be set sufficiently in advance of the concr�te placement ta insure
continuous pa�ing operation. After the forms have been set to correct grade, the underlying surface shall be
thoroughiy tamped, eittter mechanically ar by hand, at both the inside and oucside edges of the base of the forms.
Forms shall be staked into place suffciently to main#ain the form in positian �or the method of placement.
Form sectians shal] be tightly lociced and shall be free fram play or rraovement in any direction. The farms shall
not deviate from true line by more than 118 inc� (3 mm) at any joint. �orms shall be sa set that tF�ey wi11
withskand, without visible spring or settlement, the im.pact and v�bration of the consolidating and finishing
equi�ment. �orrns shall be cteaned and piled prior to the placing of cancrete.
The alignment and grade elevations af the farrns shall be cftecked azzd corrections made by the Contractar
irnznediately befora placing the concrete.
501-4.3 CONDITIONING OF UNDERLYING SURFAGE, SLIP-FORM CONS�RUCTION. The
compacted underlying surface nn which the pavement will be placEd shall be widened approximately 3%et (1 m)
to extend beyond the paving machine track to support ti►e paver without any noticeable displacement. After the
underlying surface has been pIaced and compacted to the required density, the areas which will support the paving
machine and the area to be paved shall be trimmed ar graded to the plan grada elevation and profile by means of a
properly designed machine. The grade of the underlying surface shall be controlled by a positive grade controi
system using lasers, stringlines, or guide wires. If the density af the underlying surface is disturbed by the
trimming operations, it shal] be corrected 6y additional compaction and retested at the optian of the Engineer
before the cancrete is placed except when stabilized subbases are being constructed. If damage occurs on a
stabilized subbase, }t shall be corrected fuil depth by the Contractar. T� tra�c is allawed to use the prepared
brade, tt►e grade sha11 be checked and correctad immediatety befare the placement. af concrete. T'he prepared
grade shall be moistened with water, without saturating, immediately ahead of concrete placement to prevent
rapid ]ass of moiskure from concrete. The underlying surface shall be protected so that it will ba entirely free of
frost when cancrete is placed.
**********�*�**t**v�*�,��***�*,aa��,�+,�w*,�*,�*�r�**�v,�*�*:�***,�,�,a***,�
Stabilized subbase is required to accommodate aireraft with grnss weighfs in excess ❑f 100,000
pounds (45 304 kg} per Advisory Circuiar 150/53�Q-b,
�**�*�*,�***,�******��,�*,�*,�,�*�******�.****,�**�***�,�***,�**�,�**,�*
501-4.4 CONDITIONYNG OR UND�RLYING SURFAC�, SIDE-�'ORM AND FTiLL-IN LANE
C�NSTRUCT��N. The prepared underlying surface shall be moistened with water, without saturating,
immediatefy ahead of concrete placement to prevent rapid loss of maisture from the concrete. Damage caused by
haulin� or usage of other equipment shall be corrected and retested at the option of the Engineers. If damage
occurs to a stabi]izecS subbase, it shaII be carrected full depth by the Contractor. A template shall be provided and
operated on the forrz�s immediately in advanc� of the placing of all cbnerete. The teznplate sha1S be propelled only
by hand and not attached to a tractor or other power unit. Templates shall be adjustable so ihat they may be set
and maintained at the eorrect contaur of the underlying surface. Tha adjustment and oPeration of the templates
shall be such as will pr'o�ide an accurate retest of the grade befare placing the concrete thereon. All excess
material shal] be remowed and wast�d. Low areas shall be filled and coznpaeted ta a con�iition similar to that of
the surrounding grade. Tbe underlying surfac� shall be proteeted sa that it will be entirely free frona frost when
the concrete is placed, The use of chemicals to eliminate frost in the underlying surface shail not be permittsd.
The template shall be maintained in accurate adjustment, at atl times by the Contractor, and shall be checked
daily.
5Q1-4.5 HAND'LING, M�ASURING, AND BATCHING MATERIAL. The batch plant site, layout,
equipment, and provisions for transporting innaterial shal] assure a continuous supply of materiai to the work.
�#ockpiles shall be constructed in such a manner that prevents segregatian and intez�zziixing of �eleteriaus
materials.
i�-'S'01-1 D
P-501 AC 150153�0-1QA inc�udes changes #hru CHC 1�
A�gr�;ates that have hecome searegated ar mixed with earth or fvreign material shall not be used. A!1 aggregates
produced,or handled b� hydraulic methorls, and washed ag�reaates, s�all be stockpiled or binaed far draining at
least 12 haurs before being batched. Rail shipments requiring mare than 12 hours will be accepted as adequate
binning only if the car bodies permit free drainage.
Batching plants shall be equipped to propvrtion a�gregates and bulk cement, by weight, automatically using
interiocksd proportioning devices of an approved type. When bulk cement is used, the Contractar shall use a
suita�le method af handlinp tt►e cement from weighin� hopper to transporting container ar into the batch itself for
transportation to the mixer, such as a el�ute, hoot, or other agpraved device, to pre�ent ]nss of cement The de�ice
shal] he arrangeci to provide positive assur�nce that the cement content specified is presez�t in each batch.
341-4.6 MIXiNG COIVCR�TE. The concrete may be mixed at the work site, in a central mix plant or in truck
mixars. The mi�cer shall be of an approveil type and capacity. Mixing time shall be measured from the tizne all
materiais, except watar, are emgti�d into the drum. All cancrete shall be mixed and deii�ered to the site in
accordance with the r�quirernents of ASTM C 44.
Mixed concrete from the central mixing p]ant shall be transported in truck mixers, truck agitators, or nonagitating
trucks. The elapsed tirr�e from the addition of cementitious material to the inix un#il the concrete is deposited in
place at the work site shall not exceed 30 minutes when the conerete is hauled in nonagitating truelcs, nor 40
minutes �+vhen the concrete is ha�9ed in truck mixers or truck agitators, Retempering concrete by adding water or
by other rrteans will not be permitted, except when conerete is delivered in transit mixers. With transit mixers
�dditional water may be added to the batch materials and additional mixing performed to increase the slump to
�eet the specified requirements pro�ided the addition of water is performed vvithin 45 minutes after the initial
mixing operations and prouided the water/cementitious ratio s�ecified in the mix design is not exce�ded.
SU1-4.7 LIMITATIONS ON MIKING AND PLACING. No concrete shall be mixad, placed, ar finisf�ed when
ki�e natural light is insufficient, unless an adequate and approved artificial lightia� system is bperated.
a. Cold Weather. Unless authorized �n writing by the Engineer, mixin� and concreti�g operatians shall bs
discontinued when a dascending air temperature in the shade and away from arti�cial heat reaches 40 degress �' (4
de�rees C) and shall nat be resumed until an ascending air temperature in the shade and away fram arti�cial heat
reaci�es 35 degrees F{2 degrees C).
The aggregate shall be free of ice, snnw, and frozen lumps before entering the mixer. The temperature of the
mixed concrete shall not be less than Sd degrees F(10 degrees C) at the time af placement. Cancrete shali noi be
placed on frnzen material nor shall frozen aggregates be used in the concrete.
When concreting is suthorized during cold weather, wat�r andlor the aggrabates rnay be heated to not more than
15D degrees F(6b degrees C). The apparatus used shali heat the mass uniformly and shall be arranged to preclude
the possjble accurrence of averheated areas which might be detrimental to the materials.
***�**� �,rv�**�*+�* **,t**�r,�*,��*�,r�r�r,r �*,�* ***,�* *�r*+****�**,�,�** k,�*
Information regarding cold weather copereting practices may be found in ACT 306R, Cold
Weather Concreting.
�*���****��**�*�*��,��******�*�*********�**�**�*�,�**,�***,��*,�*
b. Hot Weather. During periods o#' hot weaEher when the maximum daily air tsmparature exceeds $5
degrees F(30 degrees C), the £ojlowing precautions shall be taken.
The forms and/ar the underlying surface st�all be sgrinkled with water imzneciiately befare placing the cvnerete.
The c�ncrete shall be p}aced at the eoojest temperature �racticable, and in no case shall the temperature of the
conerete when placed exceed 95 de� ees F(35 degrees C). The aggregates and/or �nixing water shall be copled as
necessary to maintain the conerete temperature at or nat more than the sgecified maximum.
P-�fl1-11
AC 1�0l53�0-10A includes ci�anqes thru CHG 12 �.. ,p�
The finished surfaces of the newly laid pavement shail ba kept damp by applying � water-fag or rnist with
approved spraying equi�rt,ent until the pa�ennent 9s covered by the curing medium, If necessary, wind screens
shaii be provided to pratect the concrete from an evaporation rate in excess of 0.2 psf per hour as determined in
accordance vwith Figure 2.1.5 in ACI 305R, Hot Weather Concreting, which tak�s into consideration relatiwe
humidity, wind �slocity, and air temperature.
Vdhen canditions are such that prohlerns �vith plastie cracking can be �xpected, and particular]y if any p]astic
cracicing begins ta occur, the Contractor shall immediately take such additiona� rneasures as necessary to pratect
the concrete surface, Such measures shall consist of wind screens, more effective fog sprays, and siFnilar
measures commancing immediately behind the paver. If these measures are not effective in preventing plastic
cracking, paving operations shall be immediately stopped.
501-4.8 PLACWG CONCRET�. The Contractor has the aption of placiz�g the concrete with either side (fixed)
forms or slip-forms. At any point in ennerete conveyance, #he free vertical drop of the eoncrete fram ane point to
another or to the underEying surface shall not exceed 3 faet (1 m),
Hauling .equipment or nther mechanical equipment can be permitted on adjoining previQusly cnnstruc#ed
pa�ement when the ccsncrete stren�th reaches [ a�lexural strength of 550 psi (3 792 tcl'a} J[ a campressive
strength of 3,5Q0 �si ], basad on ti�e average of fnur field eured specimens per 2,(l00 cubic yards (1 530 cubic
meters} of cQncrete .placed. Also, subgrade and subbase planers, concrete pa�ers, and concrete finishing
equipment may be permitted to ride upvn the edges of pr�viously constructed pa�ament when the concrete has
attained a minimum #lexural strength of 400 psi.
***�**,�*�***,�**�*�*�*,�**�*,�*�**,�*,�**,�*�*,�*,�***,�**�**********
The Engineer shall choos� based on mix design requirement. The Engineer may specify either side
form ar slip-farm method nf paving or allow the Cantractar ti�e option as indicated.
*x***�**�**�*,�**�***,�*,��*,�*�****�,�,�*�*******�*,�*�*,�**�****�*
a. Side-form Method. For the side-fnrm method, the concrete shall be deposited an the moistened grade to
require as little rehandiing as passible. Unless truck mixers, trucic agitators, or nonagitating hauting equipinent are
equipped with means for discharge of concrete without se�ragation af the materials, the cancrete shail be placed
and spread using an appxoved meehanical spreading device that prewents segregation of the materials. Placing
sha11 be continuous betweerr transverse joints witF�out the nse of intermediate bullcheads. Necessary hand
spreading sha11 be done with shoveis--not rakes. Workmen shaIl not be allowed to walk in the fresh3y mixed
concrete with boots or shoe� coated with earth or foreign substances.
Conerete shalf be deposited as near to expansion and contraetian jaints as possible withaut disturbing them but
shal] not be dumped from the discharge bucicet or hopper onto a joint assexnbly unless the hopper is centered
above thejoint assembly.
Concrete sha�l be tharoughly ennsolidatad against and along the faces of al] forms and previously piaced concrete
and along iha full Iength and on both sides af all joint assemblies by means of �ibrators inserted in the concrete.
Vibrators shal] not be per�xaitted to came in contact with a jt�int assamhly, the grade, or a side farm. In no case
sk�all the vibrator be operated langer than 20 seconds in any one ]ocation, nor shall the vibratQrs be-used to move �
the concrete. �
b. 51ip-form Method. Par tha slip-farm methad, the concrete shall be .placed with an appraved
erawler-mounted, slip-form paver designed to spread, consalidate and shape the freshly placed concre#e in vne
campleta pass af th� machine so that a minimum af han.d finishing wirill be necessary to provide a dense and
hamogeneaus gavement in conformance with requirements. of the plans and specifications. The eoncrete shall be
placed directly on top af the joint assemblies co pre�ent them fzam moving when the paver maves over them.
Side forms and finishing screeds shall be adjustable to the extent requued to produce the specified pavennent edge
and surface tolerance. The side forms shall be of dimensions, shape, and strength to support the concrete lateraqy
for a sufficient i�ngth of time so tha# no edge slumping exceeds the requirements of paragraph SO1-5.2e(5). Fina3
finishing shall be accompiished wf�ila the concrete is still in the plastic s#ate.
P-509 -1 a
�'-�Q1 � AC 1�01�37p�10A includes chanqes thru C�iG 12
In the e��nt that slumpir� or sloughing vccurs behind the pa�er or if there aze any other structural or surface
defects which, in the vpinion of the Engineer, cannot be corracted within permissible tolerances, paving
operations shall be immediately stopped until proper adjustment of the equipment or procedures have been made.
In the event tk�at satisfactory procedur�s and pawement are not achieved after not more than 2,000 lineal feet (60Q
m) af single lane pay.ing, the Contractor shall corriplet� the balance of the vNar[c with the use af standard metal
forms and the farzned method af placin� and curing, Any concr�te not corrected to permissible taleranees shal] 6e
removed and replaced at the Gontractor's expense_
5(3]-4.9 STRLKE-OFF OF CONCRETE AND PLACEM�NT �7F REINJFOJEtCEN1ENT. Following tb.e
plaeing of the concrete, it sk�all be struck off to conform to the cross �ection shown on the pians and to an
elevation such that when the concrete is praperly consojidated and imished, the surface of the pavemeat shall be
at the elevation shown on the plans. When reinforced cancrete pavement is placed �n two layers, the bottvm layer
shall be struck off to such length and depth that tF�e sh�et of reinforcing steel fabric or bar mat may be jaid full
length on the concrete ia its final position withouk further manipulation. The reinforcement shall then be placed
directly upon the concrete, after which the top layer of the concrete shall be placed, struck off, and screeded. If
any portion of the bottom ]ayer af concrete has been placed more than 30 minutes without being co�ered with ths
top layer or if initial set has taken place, it shall be removed and repiaced with freshly mixed concrete at tlae
Contractar's expense. When reinfarced con�rete is pfaced in one layer, the reinforcement may be positioned.in
advance of concrete placement or it tnay be placed in plastic concrete by mechanical or vibratary means after
spreading.
Reinforcing steel, at the time concrete is placed, shall 6e free af mud, oil, or other organic matter that may
adversely affect or reduce bond. Aeinforcing steel with rust, mill scale or a cambination a� both will be
cotssidered satisfactory, Provided the minimum dimensions, weight, and tensiie properties of a hand wue-brushed
test specirnen are not less than the appiicable ASTM specification requirements.
SU�-4.10 JOINTB. Joints shal! he conshvcted as shown on the glans and in accardance with these requirements.
All joints shall be cons#ructed with theu faces perpendicular to the surface af the pavement and finished or edged
as shown on the plans. Joints si�all not vary mnre than 1l2 inch (13 mm) from their desi¢ ated posit�on and shal3
be true tv lir�e with not mor� than 114-incE� (6 mm} r+ariation in 10 feet {3 m). The surface across the joints shall
be tested with a 10-faot (3 Fn) s#raightedge as the jQints are finished and any uregularities in excess of 114 inch (6
mm) shall b$ corrected before the coacrete has hardened. Ai1 joints shalI be so prepared, finished, or cut to
provide a broove of uniform width and depth as shown on tlie plans.
a. Constructipn. Longitudinal construction joints shal! be slip-farmed or farmed against side forms with or
without keyways, as shown in the plans. �
Trans�erse canstruction joints shall be installed at the end of each day's placing operations and at any other poinis
within a paving lane when concrete pkaceraez�t is interrupted for more t�an �0 minutes or it appears that the
concrete will abtain its initial set before fresh conerete anives. The installation of t1�e joint shall be located at a
piannec� contraction or expansion joint. Lf placing nf the concrete is stopped, the Contractor shali remo�e the
excess concrete back to the previous planned jaint. .
b. Co�traetion, Cantractio� joints sha]] be instailed at tY�e locations and spacing as shown on tt►e plans.
Contraction }oints shall be installed to the dimensions required by fvrming a groove or cleft in tt�e top of the sla6
whiie the concrete is still p�astic or by sawing a groove into the concrete surface after the concrete has harc�ened.
When the groove is formed in glastic concrete the sides of the grooves shall be finished even and srnaoth with an
edging tool. If an insert material is used, the installation and edge fu�ish shall be accaxding to the manufacturer's
'rnstruetions. The graave shall be £'inished or cut clean so that spalling will be avoided at intersections with other
joints. Grooving ar sawing shall produce a slot at least 1/8 inch (3 mm) wide and to the depth shown an the
plans.
{�
P-�fl't -13
AC 1 5 0153 7 0-1 0A includes ct�anqes thru CHG 'i2 _ �-���
c. Expansipn. Expansion joints shal] be installed as shown on the plans. Tfie premolded fiiler of #he
thickness as shawn on the pians, shall extend for the iull depth and width of the slab at the joint, except for space
for sealant at the top of the slab. The filler shall lae securely staked or fastene�l into.position perpendicular to the
praposed fmished surface. A cap shall be pra�ided to protact the tap edge of the filler and to permit the concrete
to be placed and finished. Aftar the concrete has been placed and struck off, the cap shall be carefully withdrawn
leaving the space over the premolded filler. The edges of the joint shall be finished and toaled whila the concrete
is still plastic. Any concrete bridging the joint space shall be removed far the fulI width and depth of the joint.
** ** ** *�r*,t*� ar* �*,� * �r*�* **�**� *�w**,r*** ** *,�* *�r*,tt* *�**�r**+�**,r***
An expansion joint is griznarily used as an isolation joint to separate structures with different
fnundatians and pavements with different joint patterns. It does not provide for expansion by the
material cornpressing, b�ut rather aZlowina th� joint to slip. There shqnid rarely be an accasion to
dowel an expansion joint since it defeats the purpo5e of the joint and does nat permit isolation and
slippage. A thickened-edge is the preferred ioad transfer method far expansian joints.
******�„�******�***,�*,�****,�*,�**,�***�*��*,�********�a�****�*�*,�**
d. Keyways. Keyways shall be formed in tE�e �lastic concrete by means af sida forms or the use of [ceyway
liners which are inseried during Ehe slip-form operatians. The �ayway shaIl be formed to a talerxnce of 114 i�cfn
(6 zn) in any dimension and shall be of suffic�ent stiffness to support the upper keyway flange withou#.distortion
ar sluznping of the top of the flange, The dimensions of tbe keyway f�rms shall not vary more than plus ar minus
11�4 inch (b mui) fram the mid-depth af the pa�ement. Liners that remain in place �ermanently and become part of
the keyed jaint shal] be rnade of galvanized, copper clad, or of simifar rust-resistant material eompatible with
plastic and hardened concrete and shall not interfere with joint reservoir sawing and sea�ing.
*****,�***�*,�****#******��,�********,�****,�*�,�*�*****��********
Th�e En�;ineer should refer to Advisory Circular 150/532U-6 for guidance on the use af keyways.
*,�****,�*,�****�**********�*,�**�**,�******�,�*,�*,�+*,�**,��*�**�***
e. Tie bars. Tie bars shall consist of deformed bars installed in jaints as shown on the plans. Tia bars shai�
be placad at right anbles to the centerline of the concrete s[ab and shall be spaced at inter�als shawn on the �laras.
They shall be held in position parallel to the pavement surface and in the middle of the slab degth. When fie bars
extend into an unpaved ]ane, they may be bent against the forn:� at longitudinal constivctian joints, unless threaded
bolt or other assemhled tie bars are specified. These bars shall not be pa�nted, �reased, or enclosed in s[ee�es.
When slip-form aPerations call for tie bars, two-piece hoak balYs can be installed in the fema]e side of the keyed
joint provided the installation is rnade without i�istorting the keyed dimensions or causing edge siump. If a bent
tie bar instailation is used, the tie bars shal] be inserted through the �eyway ]iner only on the %male side of the
joint. in na case shall a bent tie bar installation for male keyways be permitted.
f Dowei bars. Dowel bars or other ]oad-transfer units of an appro�ed type shafl be placed acrass jaints in
the manner as shown on the plans. They shal] be of the dirzaensions_.and spacings as shawn and held rigidly in tE�e
middle of the slab depth in the proper �orizontal and vertical aligz�ent by an appro�ed assembly device tn be ]sft �:
permanently in place. The dowel or laad-transfer and joint devices shail be rigid enough to permit compfete
assembly as a unit ready La be lifteci and pkaced into pasition. A metal, or other type, dawel expansion cap or
sleeve shaEl be furzzish�d far each ciowel bar used with expansian joints. These caps shall be suhstantial enough ta
prevent collapse and shall be place� an tk�e ends of the dowels as shown an th� plans. T3ie caps or sleeves shal] iit
the dovvel bar tightly and the closed end sha9� be watertight. The partian. of ea�h dowel painted with rus# `
preventative paint, as required under paragraph 501-2.'1 and shown on the plans to rece��e a debonding ]ubricant,
shall be thoroughly coated with asphalt MC-74, ar an approved lubricant, to pre�ent the concrete from bonding to
that portian of the dowel. If frea-sliding p�astic-coated or epoxy-eoated steel doweis are used, a Iubrication bond
breaker shall be used except when approved pu�lout tests indicate it is not necessary. Wl�ere butt-#ype joints with
dowels are d�signated, the expbsed end af the dowel shal] be oiled.
Dowe] bars at cflntract�on joints may be placed in the full thickness af pavement by a rnechanica] device appra�ed
by the Engineer. The device shall he capable of installing dowei bars within the maximum permissible alignment
talerances. Dowels bars at longitudina] construction joints shall be bandad in drilled holes.
�-�D1-14
�-�aq1
AC 1,�1�3l0-10,4 includes changes_thru CFiC 12
g. InstaZlation. All de�ices used for the installation of expansion jvints shall be approved by the Engineer.
The tQp of an assembled joint device shalf be sei ak the proper distance befow the pavement surface and ti�e
eievation shall be checked. Such devices shall be set to the rec}uired position and line and shall be securely h.eld in
place by stakes ar ot�ier means to the maximum pernnissible tolerances durin.g the pouring and finishin� of t[�e
cancrete. The premolded joint material shall be placed and t�eld in a vertical position; if constructed in sections,
there shall be no offsets between adjacent units.
Dowe1 bars and assembiias shal! be checked for position and alignment. The maximum permissible tolerances on
dowel bar alignment shall be in accordance witff paragraph SQ1-S.2e(5}. During the concrete placement operation,
it is adyisable to place plastic concrete directly on dowel asserz�blies immediately prior to passage of the pa�er to
help rnaintain dowel position and alignment within maxirnum permissible taierances.
When concrete is placed using slip-forzn pavers, dowels and tie bars shal� he placed in 1ongitudinal constructivn
joints by bonding the dowels or tie bars into holes dri�led inm the hardened concrete. Holes approximately
118-inch to 1/4-inch (3 ta 6 mm) greater in diameter th.an the dowel or tie bar shall be drilled with� ratary-type care
drills that must be held securely in placa to drill perpendicularly into the vertical face of ttze pavement slah.
Rotary-type percussion drills may be used pravided that spalling of cancrate does nat occur. Any damabe of the
concrete shall be repaired by the Contractor in a method ap�roved by the Engineer. Dowels or tie �ars shall be
bonded in the drilled hol�s using an �epoxy resin material. Installation procedures shall be adequate to insure that
the ares around dowels is completefy flled �with epoxy grout. �poxy shall be injected into the back of the ho3e
and displaced by the inserEion of the dowel bar. Bars shali be completely inser�ed inta the hole and shall not be
withdrawn and reinserted creating air pockets in the epoxy around the bar. The Contractor st�ai� fumish a
template for checking the position and alignment of the dowels. Dowel bars shall not be less than 10 inches (25
cm} fram a transverse joint and shall not interfere wit� doweis uy the transverse direction.
h. Sawing ai Jaints. Joints sha�l be cut as sfiown on the plans. Equipment shali be as descri�ad in
paragraph 501-4.1. The circufar cutter shall be capable a#' cutting a groove in .a straight line and shall produce a
slot at least 118 inch (3 mm) wide and to the depth shown on ths plans. 'The top portion af the slat shall be
widened by sawin; to provide adequate space for joint seaI�rs as shown on the plans. Sawing shall commence as
soon as the concrete has hardened sufficiently to permit cutting without chipping, spalling, or tearing and before
uncontrolled shrinkage cracking of the pavernent occurs. Sawing shall be carried on both during the day and night
as required. The joints stsall be sawed at the requised spacing, consecuti�ely in sequence oi the concrete
placemen#.
501-4.11 FiNAL STRIK�-OFF, CONSOLIDATION, AND FINISffiNG.
a. Sequence. The seq�ence of operat�ons shall be the strike-off, floatin; and remo�+xl of laitance,
straightedging, and final surface €'inish. The addition Qf superficia� water to t�e surface of the concrete to assist in
finishing operations will not be permitted. .
b. Finishing at .�oints. The conerete adjacent ta joints shall be compacted or firmly placed without vaids or
segregation against the }oint material; it shal� 6e firm�iy placed without �oids or segregation under and around all
load-transfer devices, joint assembly units, and othex features designed to extend into tt�e pavement. Car�crete
adjacent to joints shall be mechanically vibrated as requir�d in paragraph 501-4.8.a. A€ter the concrete has bean
placed and vihrated adjaceat to the 3aints, the finishing machine shall be o�erated in a manner ta a�oid damage or
misalignment of joints. If uninterrupted operations of the finishing machine, to, o�er, and beyond the joints, cause
segregatian af concrete, damage to, or misalignment of the joints, �he finishing machine shall be staQped when the
screed is approximately 8 inches {20 cm) from t1�e joint. Segregated canerete shall 6e removed from the front of
and oftf the jt�in.t; aad the forward motion of the iznishing machine sh:a13 be resumed. Thereafter, the fmishing
machine may be run over the joint withaut lifting #he screed, provided there is no segregated concrete imrnediately
between the joint and the screed or on top aithe joint. �
�-�507-1 �
AC 1�0l53i0-10A includes chan4�s t}�ru CHG 1a p-5a�
c. M�chine Finishing. The concrete shall be spreaci as soon as it is placed, and it shall b� struck off and
screeded by a finishi�g machine. T'k►e machine shall ga aver each area as znany tirnes and at such izat�rvals as
necessary ta give to proper cansofidation and to leave a surface of uniform texture. Excessive operat�on over a
gi�en area shall be avoided. When side forms are�used, the tops of the forms shail be lcept ciean by an effective
device attached to t�xe �machine, and the Era�el of the machine on the €orms shait be maintaiz�ed true withaut lift,
wobbling, or other variation tending to affect the precision �nish. During the first pass af the finishing machine, a
uniform ridge of concrete shall be maintained ahead of the front screed for its entire length. Wiien in operation,
the screed shall he mo�ed forward with a combined longitudinal and transverse si�earing motion, always moving
in the dizectian � which the vaoric is progressiqg, and so manipulated that neither end is raised fzam ttie side forms
during the strilcing-off process. If necessary, this shall he repeated until the surface is of unifann text�ra, true to
grade and cross section, and frea from porous areas.
d. Hand Finishing. Hand finishinb metho�s wil] not be permitted, except under the following conditions:
in the event of breakdown of the mechanica! aquipment, hand methods may be used to finish the conerete already
deposited an the grade; in areas of narrow wic�ths or of irregular dimensions where operation of the mechanic�l
equipment is impractical. Concrete, as soon as placed, shall be strucic off and screeded. An approved portable
screed shal� be used. A second screed shafl be provided for strilcing off tha 5ottom layer of cancrete when
reinforcement is used.
The screed for the surface sh�Il be a least 2 feet {0.6 m) langer than the maxunum width of the slab to be siTuck
off. It shall be of approved design, sufficiently rigid to retain its shape, and shall be constructed either of inetal or
af other suitable material cnvered with metal. Gonsolidation sha11 be attained by the use of suitable �ibrators.
e. Floating. After tha concrete has been struck off and consolidated, it shall be furthar smoothed and trued
by means of a longitudinal float using one of the faliawin� rnethods:
(1) Hand Method. Long-handled floats shall not be less than 12 feet {3.6 m} in ler�gth and 6 incE�es
{]5 cm) in width, s#iffened ta prevent flexibiliry and warping. The �3oat shall be aperated from foot bridges
spanuing but not touching the cancrete or from the ed�e of the pa�ernent. Floating shal] pass gradually from one
side of the pavement to the other. Forward movement alon� the centerline of the pavemenk shall ba in suceessi�e
advances of not more than ane-half the length of th� float. Any excess water or iaitance in excess af 1/8-inch (3
mm) thick shall be remo�ed and wasEed.
(2) Mechanical znethod. The Contractar may use a ma�hine camposed of a cutting and smoothing
float(s), suspended from and guided b� a rigid frame and constantly in contact with, the sid� forms or underlying
surface. If neeessary, fong-handled floata ha�ing blades not less than 5 feet {1.5 m) in length and 6 inches (15 cm)
in widEh may be used to smooth and fil] in opan-textured areas in Yhe pavement. When the crown of the pavement
will not permit the use of ti�e mechanica] float, th� surface shal] be tioated transversely by means of a
long-haz�df�d'float. Care shall be taken not ta work the crown aut of the pavement during the aperation. After
floating, an� excess water and laitance in excess of 1/8-inch (3 rnm) thick shal] be removed and wastecE.
Successive �rags shall be ]apped nne-half the length of the blade. �
f. Straight-edge Testing and Surface Correction. After the pavement has been struck of.f and whiie the
concrete is �till p9astic, it shali be tested for trueness with a Contractor furnished 16-foot (5 m) straightedge swung
from handles 3 feet (1 m) lan�er than one-half tha width of the slab. The straightedge shall be [�eld in contact
with the surface in successive pasitions paralle] to the centerline and thE whole area gone o�er from one side of
the slab to tkte other, as necessary. Advancing shall be in successi�e stages of noi more than one-halfthe length of
the straightedge. Any excess watar and laitance in excess of 1l8-inch (3 mm) thick shall be removed from the
surface of the pavement and wasted. Any depressions shall be immediately filled with freshly mixed cortcrate,
strucic off, �onsa�idated, and refmished. Hzgh areas shall be cut down and refinished. Special attention shal� 6e
gi�en to assure that the surface across joints meets the smoathness requirements of patagraph 501-5.2e(3).
Sdraightadge testing an.d suriace enrrections shall continue untzl the entue surface is found to be free from
observable departures from the straightedge and until the slab conforms to the required grade and cross section.
The use of long-handIed wood floats shall be canfned to a minimum; they may be used anly in emergencies and
in areas nat accessible to finishin� equip�nent.
P-�01-� 6
F-50'f _ AC '� ,01�310-'I OA includes chansles thru CF4G 1�
501�4.12 SUR�'ACE TEXTURE. The surface of the pave�nent shall be finished with eitiier a brush or broom,
burlap drag, ar artificial turf fmish for ail new]y constructed concrete par+ements. It is impnrtant that the texturing
equipment not tear ar unduly roughen the pavernent surface during the operatian. Any imperfections resulting
from tlie texturing operation shall be norrected.
a. Brush or Broom k'inish. If the pavement surface texture is to be a type of brush or broom %nish, it shall
be applied when tne water sheen has practically disappeared. 'I'he equipment shall operate transversely across the
pavement surface, providing corrugations that are uniform in appearance and approximately 1116 of an inch (2
mm) in depth.
b. Burlap Drag Finisi�. If a burlap drag is used to texture the pavernent surface, it shail be at least 15
aunces per square yard (555 grarr►s per square meter). 'Co obtain a textured surface, tl�e transverse threads of the
burlap shall he renooved approximateiy 1 foot (0.3 m} frorn the trailing ed�e. A hea�y buildup oF grout on the
burIap threads produces the desired wide svreeping longitudinal striations on the pavement surface. The
corrugations shall be uniform in appearance ancf approximately 1116 of an inch (2 mm) in depth.
. c. Artificial Turf Finish. If artificial turf is used to texture the surface, it shall be applied by dragging the
surface vf the pavernent in k�e direction of concrete placexneat with an approved full-width drag made with
artificial turf. The leading transverse edge af the artificia� turf drag will be securely fastened to a lightweight poje
an a traveiing bridge. At least 2 feet of the artificial turf shall be in contact with the concrete surface during
dragging operations. A variety o� different types of artificial turf are ar+ailable and approval of any oQe type will
be done only aft�r it has been demonstrated by the Contractor to pro�ide a satisfaciory iexture. One type that has
provided satisfactor� texture consists of 7,20Q approximately 0.85-inches-long polyethylene turf blades per square
foot. '�'he corrugations shali be uniform in appearance and approximately 1116 pf an inch (2 mm) in depth.
�*�*,�*�******�******,�**,��r��*�***�,��n*�**+*�*.�*,�** r**�a,*�,�****
The Engineer may specify a particular type of �nish or allow #he Cantractor the option.
** *�****+*,�*,�** *,�****v� �r*�r�+*,�ar* �*��,�****�x��r* �x*a*** x*v��r*+*�r,r*
501-4.13 5KID-RE5ISTANT 5URFACES. A skid-resistant surface shaLi be pravided by construction of I 1-
**,�******�,�**,�,��*�***+*,�*��**+**�**��,�*,�**+*,�**�**�***�,�*�**
When a skid�resistant surface is required in the design, t�e Engineer si�all specify either saw-c�si
grooves, plastic grooves, or wire combing for runway Qavements'ser�ed by commercial turbo-jet
aircraft and include one of the fQllowing garagraphs in the speciiicatioas. [n all cases, a surface
texture shall be provided iin thc plastic concrete prior to construetion af the skid-resistant surface.
Wirecamhing prar�ides skid-resistance bu# does not prevent hydroplaning. �
' SAW-CUT GROOVES. For new concrete pavements that have harde�ed, transverse grooves shall
6e saw-cut in the pavement fnrming a 1/4 inch (6 ms�) w'sde by 1/4 inch (6 mm) deep by 1-1/2
' inches {37 mm) center to cen�er configUration. The grooves shall .ae cvntinuous for the entire
, ranway length. They shall 6e saw-cut transversely in the runway pavement to wi�hin 10 feet (3 m)
� of the runway �avement edge to allow adequate space for equipmer�t operation. The maximum
; trans�erse saw-cu# grooves shall not exceed 130 feet (4.0 m). The talerances for ti�e s�w-cut greoves
shal3 meet the following:
Alignment tolerance.
Plus or sninus I-1/2 inches (38 mrn) in alignment for 75 Teet (23 m).
I�
�-5�1-1'i
AC 150153i0-9QA includes chanqe� theu C}�G_'1�
Groove tqlerance.
P-509
Minimum depth 311fi inch (5 mm), except that not mare than 60 percent of the grooves shall be less
than 114 inch (b mm).
Maximum depth 5/16 inck� (8 mm). '
Minimum width 3/16 inch (5 mm).
Maximu.m width 5116 inch (8 mm).
Center-to-center spacing
Minimum spacing 1-3/8 inches (35 mm}
Maximum spacing 1-1/2 incl�es (38 mm).
Saw-cut grooves shail nat be closer than 3 inches (76 mm) or mare than 9 inches (ZZ9 mm) ta
transverse paving joints. Grno�es shall nvt 6e closer than 6 inches {1S2 mm) and no more than I8
inches (45i mm) from in-pavernent light fixtures. Grooves may be cantinued through langitudinal
joints. Where neoprene compressian seals have been installed grooves, shall not be closer than 3
inci�es (i6 mm) ar more fhan 5 i�ches (12'� mm) from the longitudina! joints. Clean�p of waste
material shall be continuous during the grooving operation. Waste materiul shall bc disposed of in
an approv�d manner. Waste material shall not be allowed to enter the airpnrt starm or sanitary
sewer system.
PLASTIC GROOVES. The groaves formed in the plastic concrete shall be 1/4 inch (6 mm) by 1/4
inch (6 mm) by 1-I/� inches (38 mm}. The grooves shall be continuous Tor the entire runway length
and width. The tolerances for the grovves formed in plastic concrete shall meet the following:
Alignment tolerance.
Plus or minus 3 inches (76 mm) in aligrsment for'�5 feet {23 m).
Groo�vc tolarance.
Minimum depth 1/8 inch (3 mm)
Maximum depth 31$ inch (10 rnm}.
Minimum width i18 inch ( 3 mm).
Maximum width 318 inch (10 mm).
Centcr-ta-center spacing.
Minim�m spacing 1-l/a inct�es (32 mm).
Maximum spaciRg 2 inches (51 mm).
WIRE COMBING. The wire combing technique shall use steel corrabs ar tines oi various
dimensions to form groo�e-like texture in the plastic concrete pavement and shall provide gronves
that are approximate�y 118 incl� (3 mm) by 118 inch (3 mm) spaeed 11� inch (13 snm) center-to
center. The wire com6ing shall be constructed over the fuli pave�nent width. .The equipment shali
ogerate transversely across the pavement surface, perpendicular to the pavement centeriine.
**�******+*,�******�*,�***��r*,w**��**�,r*�+�** r*�,�,r***�*,v*******
P-5Q1-1 �
�=��'� AC 1�015370-10A in�cludes changes thru CkG 1�
�
5D1-4.14 CURING. Immediateiy a$er finishing aperations are completed and marring of the cancrete wili not
occur, the entire surface of the newly placed cancrete shall be cured for a 7-day cure psriod in aecnrdance with
ane of the methods helow. Failure to provide sufficient cv�er material of whater+er }cind the Con�ractor may elect
to use, or lack of water to adequately take care of both curing and other requirements, shall be cause for
immedi�te susgension of concreting Qperations. The cancrete shal! not be left exgased for more than lf2 hour
during the curing period.
�*�* a�*�r*�r**�*,��r***** **,n***,���**w�r*�t*��r,k t*+w* *** r**** �t** �r***a
The Engineer shali delete cure types that ia►ay not be feasible aro�nd air�raft jet blast in operating
areas,
,�,���,�*��*+****�***�***��**��*x*,��****�,�*�*,�*a�*******,�*,�,�****
a. Imper�iaus Membrane Method. The entire surface a.f the paveinent shall be sprayed uniformly with
white pigmented curing cpmpaund immediately after the finishing of the surface and bef.�re the set of the concrete
has taken place. The curing cornponnd shail not be applied during rain£all. C�ring compound shall be applied by
mechanical sprayers under pressure at the rate of 1 gallon (4 liters) to not more ti�an 150 square feet (14 square
meters}. The spray9ng equipment shali be of the fuliy atomizing type equipped with a tank agitator, At the time af
use, the compound shall be in a thoroughly mixed conditian with the pigrnent uniforrnly dispersad throughout the
vehicle. During applicatian t6e cornpound shall be stirred cantinuously by mechanical means. Ha�d spraying of
add widths or shapes and concrete surfaces �xposed by ihe remaval of farms wiIl be permitted. The curing
compound shal! be of such character that the film will harden within 30 minutes after application. Shauld the film
become damaged from any cause, inctuding sawing operations, within the required curing pariocE, the damaged
portions shall be repaired immediately w�th additional compound or other apQro�ed means. ilpon removal of side
forms, the sides af the exposed siabs sha11 be protected immediately to provide a curing treatment equal to that
pravided #'ar the sur�'ace. �
b, Poiyethylene Films. The top surfa�e and sides of the pavement shal! be entirely covered with
polyethylene sheeting. The units shal! be lapped at least 18 inches (457 mm). Tk�e sheetin�, shall be placed and
weighted to cause it to remain in contact with the s�rface and side�. '£he sheeting shall ha�e drmensions that will
extend at least twice the thickness of the pavement beyond the edges of the'pavemeni. Linless atherwise specified,
the s�eeting shall be �aintained in place for 7 days a8er the coRcrete has be�n placed.
c. Waterproof Paper. The top surface and sides of the pavement shall be entirely covered with
waterproofed paper. The units shall be iapped at least 18 inches {457 rnm). The paper shall be placed and
weighted to cause it to remain in contact with the surface covered. . The paper shall have dimensions that will
extend at ieast twice the tf�ickness of the pavement beyond the edges of the slab. The surface af the pa�emeat
s�all t�e thoroughly saturated prior to placing of the paper. Unless otherrvise specified, the paper shall be
maintained in place for 7 days a�ter, the concrete has been pla�ed.
d. White Bur�ap-Polyethylene S�eefs. The surface of the pavement shal3 be entarely covered with the
si�eeting. The sheetusg used shall be such length (or width) that it will extend at least twice the thickness of the
pavement heyond the edges of' the slab. The sheeting shaIl be placad so that the eptire surface and both edges of
tl�e slab are comp9eteiy coverad. The si�eetin; shal! he placed and weighted to remain in cantact with the surface
covered, and the covering shall be maintained fully satUrated and i� position for 7 days after ttke eoncrete has besn
placed..
e. Curing in Cold Weather. The cQncrete shall be maintained at a temperature of at least 50 degrees �' (10
degrees C) for a period. of 72 hours after placing and at a temperat�re above freezing fpr the remainder of the
curing time. The Contractor shall be responsible for the qualiry and strength of the eancrete �laced during cold
weather, and any concrete injured by frost action s�all be removed and replaced at tl�a Contractor's expeinse.
SOI-4.I5 REMaVING FORMS. Ualess ott�erwise sp�cified, forms shalj not he removed from freshly placed
concrete until it has hardened sufficien.tly to permit removal withaut ci�ipping, spalling, ar tearing. Af�er tbe
farms have been remo�ed, the sides of the slab shall he cured as outlined 'ua one of the methods �indicated in
paragraph SO1-4.14. Majar honeycombed �reas shall be considered as defectiva wark and shall be removed and
replacedin accordance with paragraph 561-5.2(fl.
P-�U1-1 �
AC 'fa0153i0-10A includes char�qes thru C�IG 92 p,,�}�
50]-4.16 SEALING .TOINTS. The joints in [he pavement sha�l be sealed in accordance witl� ltem P-b05.
501-4.I7 �ROTECTYON OF PAVEIVIENT. The Contractor shall protect the pavament and its appurtenances
a;ainst both public traffic and traffic caused by tha Contrac[or's employees and agen�ts. This s�all includ�
watchmen to di�ect traf�c and the erection and maintenance nF r,varning signs, iights, pavement bridges,
crossovers, and protection vf unsealed joints from intrusion of fore�gn materiai, etc. Any c3amage to the pa�ement
occurring prior to final acceptance shall be repau'ed or the pavement replaced at the Contractor's expense. The
Contractor shall have available at all times, materials for th� protection of the edges and surface af the unhardened
cancrete. Sucfn pratectiae ma#erials shal] consist of roljed polyethylene sheeting at least 4 miIs (4.1 mm) tE�ick of
sufficient length and width to cover the plastic concrete slab and any edges, The sheeting rnay be moun#ed vn
either the paver or a separate movahle bridg� from which it can be cmrolled without dra�ging over the plastic
concrete surface, Wilen raisz appears imminent, all paving operations shal] stop and alI available personnel shall
begin covering the surface of the unhardened conerete with the protective covering,
501-4.18 OP�1\iING TO TRAFFIC. The pavement shall not be opened to trafFic untii test specimens molded
and cured in accordance with ASTM C 31 ha�e attained a f7exural strength of 550 paunds per square ineh (3 792
kPa) when tested in accardance with ASTM C 78. If such tesis are not conducted, the pa�ement shall not be
opened to traffic until 14 days after the concrete was placed. Prior to opening to traffi�, the pavement shal] be
cleaned. �
,�****�***,�****,�*,�*********�,�+*�.*�*****w+*��****,�*�**,�*��*,�**
When the desi�n s#rength in paragraph 501-3.1 is based on compressi�e strength, a strengtA of
3500 psi {24 1.34 kPa) shatl be sgeci�ed. Testing shall 6e in accordance with AST14i C 39.
,r,�* *� �* ** *� *,�,k* ** **** *:r* �* ** �*,r�r*�,rt�* *�*�r* *�+t * �rw* **,� *� **�r*� �
i�l�►TERI�►� AC��PT,�►NCE
501-S.1 ACC�PTANCE SAMPLIN� AND TESTWG. All acceptance sampling and testing, with the
exc�ption of caring for thickness determination, necessary to determine conformance with the requirements
specified in this section will be performed by the Engineer. Concrete sh.ail ba accepted far strength and thickness
on a {ot basis,
A lot sha11 consist of:
[ ] cubic yards (j y cubic meters). ]
[ j square yards ([ ] square meters). )
[ a day's production not ta exceed 2,000 cubic yards {1 530 cubic meters). ]
[ a day's pra�duction not to �xeeed [ ] square yards (j ] square.metersj, j
Testing organizations performing these tests shall meet the requirements of A5TM G 1Q77. The Cantractor shall
bear the east of providing curing facilit�es for the stren�th specimens, per paragraph 501-S.la{3}, and coring and
fiiling operatians, per paragraph 501-S.lb(1).
�*,�*�*,�*�***,�*,�*v�*,�*****�*�,�*�**�****�*�*****�*�+*****���,�v.*
Tt�e �ngineer shall specify the lot size for g project based on the total quantity and the expected
productio� rate. The lat size shauld nat exceed �,000 cubie yards {1 S3U eubic meters}. For
projects where basis of payment is square yards (square meters), the Engineer shall convert the lot
size to an equivalent srea that contains 2,U00 cubic yards (1 �30 cubic maters) ar l�ss.
* *,�*,�*,�*�**,r��r*******,r�****�*,r�,r�r*,�**�*,�**�* *� ****,t**,�****,�*
a. Flexural5trength.
(1) Sampling. Each !ot shall be di�ided into four ec�ua! sublots. One sampie shall be taken for each
sublot from the plastic concrete delivered to the job site. Sampling locations shall be determined by tE�e Engineer
in accordance witEi random sampling procedures contained in ASTM D 3665, The concr�te shall be sampled in
accordance with ASTM C I72,
�-�o�-ao
�'-�Q'� AC 150la�3iD-�10,Q inc[udes c��nqes t�ru CHG 1�
(2) Tes�ing. Two (2) specimens shall be made from each sample. Specimens shall be rz�ade in
accordanee with ASTM C 31 and the flexural strength of each specirnen shall be determined in acenrdance with
ASTM C 7$. The #�exural stren�th far each sublat shall be computed by averaging the results vf the two test
specimens representinp that sublat.
(3) Curing. The Gontractar shall pro�ide adequate facilities for the initial curing of beams. During
the 24 hours after maldin;, #.�,e. temperature immediately adjacenk to the specimens must be maintained in the
rai�ge of 60 to 80 degrees F(l6 to 27 degrees C}, and loss of maisture from the specimens must be prevented.
Tiie specimens may be stored in tightfy consfiacted wooden boxes, damp sand pits, temporary buildings at
construction sites, under wet burlap in fa�orable weather, at in heavyweight closed plastic bags, or using other
suitabie methods, pro�ided the terriperature and maisture loss requir�;ments are rnet.
(4) Acceptance. Aceeptance of pavement f�r flexural strength wi�l be d�termined by the Enginear in
accprdance with para�aph Sql-5.2h,
*****�**�*�,�***�**,���**��*�**a�*�*,�***,�***�*�****�**�*�*,�***�
Preventing loss of moisture is extremely imgortant since relxtively small amnunts af surface drying
of �iexural specimens can ir�duee Eens'tle stresses in the extreme �6ers that wiil nnarked�y red�ce fhe
indicatsd tlexural str�eagth.
When the desigs� strength in paragraph 501-3.i is based an compressive strength, tbis p�ragraph
shvuld be revised as �allows: •
a. Cc�mpressive Strength.
{1) Sampling, Each lot shaZl he divided �nto %ur equal sublois. One sgmple shal! be kaken
for each sublot from the plastic concrete delivered to the job site. Sampling locations shall be
d�termi�ed by the Engineer in accordance with random sampling procedures contained ir� ASTM
D 3b65. The concrete shail i�e sampled in accord�nce with ASTM C 17�.
(Z) Testing. Two {2) specimens shatl be rnade fram each sartspte, 5pecimens shall be made in
atcordance wifh ASTM C 31 and the cnmpressive strength oi each speeimen shall be determined in
accordance with A51'M C 39. The corngressive strength for each sublot shall be computed k�y
averaging #he results nf the two test spacirnens representing that sublot.
{3) Curing, The Contractor shal! provic3e adequate t'acilities for t6e initial curing af
eylir�ders. During the Z4 t�aurs after molding, the tempecature immediately adjscent ta the
specimens must be maintained in tt�e range of 60 to 8D degrees F{X6 ta 29 de�rees C), and loss of
maisture fram the specirrtens must be prevenied. Ti►e sPec'smens may he stored in tightly
constructed woaden boxes, damp sand pits, temporary buildings at construction site5, und�r wet
hurlap in favorable wea#her ar in heavyweight clased plastic bags, or use other suitabie methods,
pravided the temperature and mnisture loss requireme�ts are met.
*,r ** *�,t ***�* ***** **,r**,r*****,r*� �r*,r*,�* *****�,r*,r*,t��,��t*,r***��*
b. Par+ement Thicicness.
(1} Sampling. Each !at shall 6e diuided into four equal sublqts and one core shall be talcen by the
Contractor for each sublot. Samp�ing locations shal! be determined by the Engineer in aecordance with random
sampling procedures cantained in ASTM D 3655. Areas, such as thickened edges, with planned variable
thiekness, shall be sxcluded from sampie locations.
Cores shal! be neatky cut with a core drill. i'he Contractor shall furnish aIl tools, la�or, and materials for cutti.ng
samples and fillin; the eored hole. Core holes shall he filled by the Cantractor with a non-shrink grout approved
by the Engineer within ane day after sampling.
�-5q1-21
AC 1�Ql�37'�-1qA includes cF�ana�s thr'u CHG 1a P-501
(�) Testing. The thickness of the cores shall be determined by th� �ngiueer by the average caEiper
measurement in aocardance with A5TM C 174.
{3) Acceptance. Acceptance of pavement for thickn�ss shall be determuned by the En.gineer in
accordance wzth paragraph 541-5.2c.
c. Partial Lots. When operational canditions cause a lot to be terminated hcfore the specified number of
tests have been made far the fot, or when the Contractor and Engineer agree �in writing to allow overages or minor
placements ko be c�nsidered as paRial lots, tf�e following grocedure will be used to adjnst the lot size and the
number of tests for thE lot.
Wheze three sublots have been produced, they shall constitute a iot. Where pne or two sublats have been
produced, they shai! be incorporated into tFae next ]ot ar the previous iot and the total number of sublots shall be
used in the acceptance criteria calculation, i.e., n=5 0� n=6.
d. Oufliers. All individual flexural strength tests within a]ot shall be checked for an �outlier (test criterion}
in accordance with ASTM E 17&, at a signi�ica�ce Ee�ei of 5 percent. Outliers shall be dis�arded, and the PWL
shall be deterrnined using the remaining test-values.
501-5.2 ACCEPTANC� CRITERIA.
a. General. Aceeptance wilE be based on the foilowing characteristics of the completed pa�ament:
(1} Flexural strength
(Z) Thickness �
(3) Smoothness
(4) Grade
{5) Edge slump
(6) Dowel bar alignment
Flexural strength and thickness shall be evaluated for acceptance on a]ot basis using the method of estimating
percentage of material within specification limits (FWL}. Acceptance using PWI. considers the variability
(standard deviation) of the maierial and tiie testing procedures, as well as the average (mean) value of the test
results to calculate the percentage of material that is above the lower specifica#ion talerance limit (L).
Acceptance for f]exvral strength wil] be based on the criteria contained sn accordance with paragraph 501-5.2e(1}.
Acceptanca for thickness will be based on the criteria contained in paragraph SOl-5.2e(2j. Acceptance for
smaothness will 6e based an t'he criteria contained in paragraph SQ1-5.2e(3). Acceptance for grade will be based
on the criteria cantained in paragraph SO]-5.2e(4).
The Engineer may at any ti�ne, not withstanding previous plant acceptance, reject anci require the Contractar to
dis�ase of any batch of conczete mixture whi�h is rendered un�t far use due to eontamination, seg�egation, or
improp�r sluznp. Such rejectxon may be basad on vnly visual inspection. ln the event of such rejection, the
Contractor may take a representative saznp[e of the rejected material in the presence of the Engineer, and if it can
be demnnstrated in t3�e laboratory, in the presence of the Engineer, that such material was erroneously rejected,
payment will he made for the rz�at�rial at the con�ract unit price.
b, Flexur�l 8trength. Acceptance of each 1ot of in-place pavement far flexura] strength shall be based on
PWL. The Contractor shall target production qualzty to achie�e�90 PWL or higher.
�**�**,�*******�***�,r**�**�*,�*****�****�**�**�*�****�*«�***,�*
When the design strengti� in paragraph 541-3.I is based an compressive strength, substitute
eompressive strength for flexural strength.
:k e1r aF dr :k �F �k �r ie �4 �k k*+k 4r *�r de et �t iF �E �k 9r ir Jr �F �h .h *:F ir dr ** dk * Ue ir �r �/e dr a4 �k aF elr �G de 9e +k ir �r iF �k vir a�e k 1e +k +Y
P-�0'� -22
P-�01 AG 15bl53�0-10A includes chanqes thru CHG '��
c. Pavement Thicicness. Acceptanee af eacl� lo# of in-place pavement shall be based on PWL. The
Contractor shall tar�et production qua�ity to achieve 90 PWL or higher.
d. Percentage of Material Within Limits {PWI,). The percentage of material witiiin �imits (PWL) shalj be
determined in accardarice with procedures specified in Section 110 of fhe General Provisions.
The lower specifieation tolerance limit (L) far flexural strength and thickness shall be;
Lnwer S�Secification Tolerance Limit (L}
Flexural Strength 0.93 x strengtli specified in paragr�ph 501-3.1
Thickness Lot P[an Thickness ia inches — O.SQ inches
,�,�,�*�,�*,�*,�,�*��**�,�**,�***+*��,�*�,�*�,�,�*,►��*,�*�*�**�,�*���******
The [ower specificakion tolsrance lisnits above are based on applying statistical analysis ta FAA
dasign assumpEians, and ti�ere is no neQd to compensaYe for the above factor in the design process.
� When the design strength in paragraph 501-31 is based an campressive stre�bth, s�bstitute
coropressive strength for flexural strength and insert 4,144 psi as I, for streagth.
�****�**��*�*�*,�*�*+*�**,�*,���+*����***�*,�***�*�*�a�*****,�,�***
e, Actepfan�e Criteria.
(1) Flexural Strengkh. If the PWL of the IQt equals or exceeds 90 percent, the lot shall be acceptable.
Acce�tance and payment for the lot shall be determined in accardance witl� garagraph 501-8.1.
(2) Thickness. ii the PWL of tlae 1ot equals or exceeds 90 percent, the iot shall be accepta6le.
Acceptance and payment for the lot shall be determined in accordance with paragraph SOI-8.l .
{3) Smoothness. As soon as the cc�ncreta has hardened sufficientiy, ihe paver�ent surface shall be
tested with a 16-foot (S m) siraightedge or other specified device. Surfaee smaothness deviatians shall not exceed
114 inch (6 mm) from a 16-foot {5 m) siraightedge placed in any directian, includinp placemen# a�ong and
spanning any pavement joirit edge.
Areas in a slab showing high spots of more than 1/4 inch (6 mm) but not �xeeeding 1/2 inch {13 mm) in 16 feet (5
m} shall be marked and iznmediately ground down with an approved grinding machine to an e�evation that wi�l
fall withim the tolerance of 1/4 inch {b mm) or less. Where the departure from correct cross section exceeds 1/2
inch (13 mm), the pa�emeot shall be removed and replaced at the expense of the Conh�actor when so directed by
the Engin.eer.
(4} Grade. An evalustion of the surface grade sha}1 be made by the Engineer for compl�ance to the
tolerances cantain�d below.
Lateral Deviativn. Lateral deviatian from established alignrnent of the pavement edge shal3 not
exceed plus or minEus O.IO foot {30 mrn) in any iane.
Vertical Deviation. Vertical deviation from established grade shall nat exceed plus ar minus
0.04 foat (12 mm) at any po�t.
P-a4'1-23
AC '1SDIS3'�0-'t0A includes changes thru CHG 12 _____ __ P-501
(5) Edge Slump. When sZip-form paving is used, no# more than 15 percent of the total free edge of
each 500 foot (x50 m} segrnent,af paveznent, ar fraction thereof, shall ha�e an edge siurnp exceeding 1/�€-inch (6
rt�m), and none of tfie free ed;e of ttze pa�enn�nt shall ha�e an edge slump exceeding 318-inch (10 mm). (The total
free edge af 500 feet (150 m) of pavement will be considered the cumulative total linear measurernent of
pavement edge originally constructed as nonadjacent ta any existing par+ement; i.e., 500 feet (150 rrz) of pa�ing
lane originally constructed as a separate lane wil] have 1,000 feet (300 m) of free edge, S00 feet (150 m} of fil]-in
lane will have na frae edge, etc.), The area affected by the downward movement of the concrete along the
pa�ement edge shall be ]imited to not more than 18. inches (457 mm) from the edge. When excessive edge siump
cannot be corrected bafore the concrete has hardened, th� area• with excessi�e edge slurnp shall be rerno��d and
repkaced at the expense af the Cantractor when so directed by the Engineer.
(fi) Dowel Bar Alignment. Dowel bars and assemblies shall be checked for position and alignrnent.
The maximum permissible tolerance on dowel bar alignment in each plane, horizon#aI and vertical, shaIl not
exceed 2 percent or 1/4 inch per foot {20 mm per meter) af a dowel bar.
f. Remo�val and Repiacement af Concrete. Any area or section of concr�te that is removed and raplaced
sha]] 6e remo�ed and replaeed back to planned joints. The Contractor shall repEace damaged doweEs and the
requirements for doweled longitudinal construction jaints in paragraph SO1-4.10 shall apply to alI contra.etion
joints exposed by concrete removal. �
C�N`iRACi��t C�UA►�I�Y CONiROL
501-6.1 QUALITY CONTRO�. PROGRAM. The Contractor shal] de�elop a Quality Control Program in
accordance with 5ec#ion 100 of the General Provisions. The program shall address all efements which eftect the
quality of the pavement including but not limited to:
a. Mix Design
b. Aggregate Gradation
c. Quality af Materiais -
d. Stockpile Management
e. Aroportioning
� Mixing and Transpartation
g. Placing and Consolidation
h. loints
i. Dowel Piacement and Alignment
j. Flexura] or Compressive 5frangth
k. Finishing and Curing
I. Surface Smoathness
**,��*,�*,�***,�**�*,�***,�****�*****�,�*,�*��,�*****��*��**��***,�***
When the design requires paving an area less than 600 square yards (500 sc�uare metersj, the
Engineer may request modi#ication to this requirement.
****x�*****a*****�,�****�*�****�*��*r�**�*,�.r�***�,�***,�**��*� o**
50I-6.2 QUALITY CQNTROL TESTING. Tne Contractor shall peiform all quality cantrol tests necessary to
contral the production anc� constructiQn processes applicable io tnis specification and as set forth in the Quality
Gontrol Program. The testing pragram shall include, but noi necessarily be limited to, tests for aggregate
gradation, a�gre�ate moist�re content, slump, ar�d air content.
A Quality Contrai Testing Plan shal] be de�eloged as part of the Quality Control Program.
a. �'ine Aggregate.
{1) Gradatiun. A sieve analysis shall be made _at least twice daily in accnrdance with ASTM C 136
from randomly sampled material taken from the dzscharge gate of storage hins ar from the conveyor belt,
{2) Moisture Cantent. If an e6ectric moisture meter is used, at least two d'uect measurements of
moisture content shall b� made per week to check the calibratinn. If direct measurements. are made in fieu of
using an eiectric meter, two tests shall he made per day. Tests shall be made in accordanee with ASTM C 70 or
ASTM C 566.
�-501-��
�-�o�
AC 1sUl5370-10A includes chanqes thru CHG 12
b. Coarse Aggregate.
(1j Gradatipn. A sieve analysis shalf be made ai leasi twice daily far each size of aggregate, Tests
shall be made in accordance with ASTM C 136 from randomly sampfed materiai taken from the discharge gate of
stora;e bins or from the cpnveyor 6elt.
{2} Moisture Content. If an electric moisture meter is used, at least two direct measurements of
moisture content shall be made Qer week to check the calibzation. If direet measurements are made in lieu of
using an electric meter, two tests shail be made per day. Tes�s shall be macie in accordance with ASTM C 566.
c. 5lump. F�ur slu�np tests shall be performed for eaci� Iot of materiai produced in accardance witl� the lot
size defined in Section 501-5.1. One test shall be rnade for each sublat. 51ump tests shall be perfarmed in
aceortianee with A3TM C 143 from material randamly sampled from material discharged from trucks a# the
pa�ing site. Material samples shall be take� in accordance witiz ASTM C I 72.
d. Air Cantent. Faur air cantent tests, shall be performed for each lot of material produced iun accordance
with the lot size defined in 5ection 501-5.1. One test shall be made for each sublot. Air conient tests shall be
perfor�ned in accordance with ASTM C 231 for gravel and stone coarse a�grega#e and ASTM C 173 for slag or
ott�er porous caarse aggregate, from material randamjy sarr}pled from trucks at the plant site. Material samples
shall be tafcen in accordanee wi#h AS'�M C 172_ �
501-6.3 CONTROL CHARTS. 1`he Contractbr shall maintain linear conirol charts for fine and course
aggregate gradation, slump, and air content.
Control charts shall be posied in a lacativn satisfactory to the Engineer and shall be kept up to date at all times.
As a minunum, the contro] charts shall identify the project number, the contract item number, the test nuzraber,
each test parameter, the Action and suspension Limits, or Specification limits, applicable to each test parameter,
and the Cantractor's test results. The Contractar shail use the control charts as part of a process control system for
identifying potential problems and assignable causes be%re they occur. If the Contractot's projected data during
production indicates a potential problem and the Contractor is aot taking satisfactpry corrective action, th�
�ngineer may ha(t prod�ction or aecsptance af the materiai. _ �
a. Fine and Coarse Aggregate Gradation. The Contractor shall record the running average of the Iast five
grac�ation tests for eaeh controi sieve on linear control charts. Specification iiinits Gontained in Tables 1 and 2
shali be superunposed on the Control Chart for job controi.
b. Siump and Air Content. The Cantraetor shall rnaintain Iinear cantrol charts both for individual
measurements and rang� {i,e. difference between highest and �owest measurements} for slump anc! air content in
accordance with the fol�owing Action �nd Suspension Limits.
CONTROL CHART LIIVIITS
Bas�d on Sample Size n=4
�
Control Parameter
Slump
Air Content
Individual Measurements
Action Limit Suspension Limit
+/- 1 inch (25 mm) I+/� 1.5 inch (38 mm)
�-I- 1,2 percent +l_ 1.$ percent
� Range 5uspension Limit
�-/- 2.4 inch �6i mm)
+!- 2. S percent
The individual measurernent control charts shail use the mix design target �alues as indicators of central tendency.
�-501-2a
EIC 1�0153i0-1_aA includes cttanges thru CFiG 'ia p_gp�
SO1-6.4 COR.RECTTV� ACTIOI�I. The Quality Control Plan shail indicate that appropriate action shal] be
taken when the process is belie�ed #o be out of control. The Qnality Control Plan shall detai] what action will be
taken to bring t�ie process into control and sk�all contain sets of rules to gaugs when a grocess is aut of control. As
a mu►imum, a process shall be deemed out oi control and corrective action taken if any one of the following
conditions exists.
a. Rine and Coarse Aggregate Gradation. When two cons�cutrve averages of fve tests are outside of the
Ta�les 1 Qr 2 specification limits, immediate steps, including a halt to productiona shall be taken to carrect the
grading.
b. �ine and Coarse Aggregate Moisture Canten#. Whenever the moisture content of the fine or coarse
aggregate changes by rriore than 4.5 percent, the scale settings for the aggreeate batcher(s) and water batcher sha11
be adjusted.
c, Slump. The Contractor shal] halt production and make apprapriate adjustsnerits whenever:
(1} one point falis antside the Suspension Limi# line for individual measurements or ran�e; or
(2) twa paints in a row fali outside the Action Limit iine for individuaX measurements.
d. Air Con#ent The Contractnr shall halt pzoduction and adjust the amount nf air-entraining admixture
whenever:
(1} one point faIls outside the Suspension Limit fine for individuaE measurements or range; or
{2} two points in a row fall outside the Action Limit line for individual rrjeasurements.
Whenever a point falls outside the Action Limits 1ine, the air-entraining admixture dispenser shall be calibrated ta
ensure that it is operating correctly and with good reproducibility.
i1��Cii�OD �� f�Y��SIfR��l��l�'
5U1-7.1 Portland cement eoncrete pavement shall be measured f�y the n�rnber of [ cvbic yards (cubie metsrs) ][
square yards (syuare meters) ] of either piain or rein�forced pa�ement as specified in-pface, completed and
accepted. Saw-cut grooving shall be measvred by the number of square yard"s (square meters) af saw-cut
groaving as specified in-place, completed and accepted.
�,4515 QF �'�+YIV��Adi"
SOx-8.1 PAYM�NT. Payment for accepted concrete pavernant sha11 be made at the cantract unit price � ger
enbit yard (cubic meter) ]( per square yard (square meter) ] adjusted in accordanca with paragraph 501-S.la,
subject ta the limitation that:
The total project payment for concrate paveinent shall not exceed [ ] percenE of the product of khe
conYract unit price and the total nnmber of � cuhic yards (cubic metars} j[ square yards (syuare meters)] of
concrete pavement used in the accepted work {See Note 2 under Tai�le 3}.
Payment shall be full compensation %r all labor, materials, tools, equipment, and incidentais required to cornplete
the wark as specified herein and on tlie dravwings, except for saw-cut grooving,
�,t** ***,��*t,r** ��,k*,� �,�,a** **� *�,� *,r�r,ir*�r ** w�,t,�* *,� ** �,a,�*,�*+�*,r� **
The Engineer shall specify a value ranging fram 104 percent ia 106 percent. When the total
project payment for Item P-501 pavement exceeds the contract unit price, any AIP or PFC funds
used to pay the excess nnay req�ire aR amendment ta the AIP grant ar PFC application ior the
project.
�*�*�+�a,r,�***�*,�*,�***�*,��*,�,�,��**�*�*����***********�,�******�*
�-Sa1-26
�-�o� �,c �3ai�a7o�1QA inciudes chanqes thru CHC 1�
a. Basis of Ad,�usted Payment. �'he pay factor for each individual iot shall be calculated in accordance
v�rith Table 3. A pay factor shalf be calculated for both flexural sirer�gth and thickness. The lot pay faetor shail be
the hioher of the twa values when calculations for bvth flexural strength and thickness are 1 QD peresai or higher.
The lot pay factor shal1 be the product of the two �alues when only nne of the calculations for either flexural
strerigth ax tiiicicness is 100 percent or higher. The lot pay iactor shall be the lower of the two �alues when
caieulations for both f3exural strengt�► and thickness are less than iQ0 percent .
TABLE 3. PRICE ADNSTMENT SCHEDULE a
Percentage of Material Within 5peci�cation Limits
{PWL)
9b — 104
90 -� 95
75 — 90
SS-74
Below 55
106
PWL + 10
O,SPWL + 55
�.4PWL— l2
Reject z
� ALTHOUGH 1T I5 THEORETICAi.LY PDSSIBLE TO ACHIEVE A PAY FACTOR OF 106 PERGENT FOR
EACH LOT, ACTLIAL PAYMENT 1N EXCESS OF lOp PERCENT SHALL BE �SUBJECT 'TO TH� TOTAL
PROJECT PAYIUIENT LIMITATION SPECIFI�D IN PAAAGRAPH SO1-8.1.
' The lat shall b� removed and replaced. However, the Enginear may decide ta allow the rejected fot to remain.
In that case, if the Engineer and ContTactor agree in wriring that the lot sha�l not be r$moved, it shall be paid far at
50 percent of the coniract unit price AND THE TOTAL PR03ECT PAYIvIENT' i.IMITATI�N SHALL BE
REDUCED $Y THE AMOUN3' WiTHHELD FOR THE REJECTED LOT.
For each lot acce�ted, the adjusted contract nnit price shall be the product of tlae lat pay factor for the lot and the
contract unit price. Payment shatl be subject to ihe total prnject payraent limitation specifed in
paragraph SO I-$,1. Payment in excess of 140 percent for accepked lots of concrete pavement shall be used ta
affset payment for accepted lots of cnncrete pavement that achieve a lot pay factar less than 100 percent.
b. Payment. Payment stsall he rnade under:
Item P-501-8.1a Portland Cetnent Concrete Pavement--[per cubic yard (cubic meter} ][ per square
yard {square meter)]
501-$.� PAYMENT FOR 8AW-CUT GROOVING. Fayment for saw-cut grooving shail be made at the
contract unit price per square yard (square meter) for saw-cut graoving. - f
,�*,�**���+*,�*******�*���*�,��,*,��,�*�**,�***f***,�***,�*****,��*�*��
Delete paragraph 501-8.2 i�'saw-cut graaving is nat inciuded in the praject.
* �*,k ��*�* t�,�,r*a** �,�***,�,k,�** �**,t** *�**�r,�ar�* �r*�*,�** *�,�**�r****�
T'�S`�INC ��(�UIR��lIEIVTS
ASTM G 31
ASTM C 39
ASTM C 70
ASTM C 78
Making and Curing Concrete Test Specimens in fhe Field
Campressi�e Strength of C}�lindrical Conerete Specirnens
Surface Moisture in Fine A�regate
T'est for. �iexural Strengti� nf Concrete (Using Simgle Beam witlz Third-Foint Loading)
Lo# Pay F'actor {Percan# of Contract Unit Price}
P-��1-2Y
A,C 150��3�U-1qA includes chanqes thru CI�G 1�_ � �-��'�
ASTM G 131 Test for Resistsnce to Abrasion of 5ma11 Size Cosrse Aggregate by Use of the I,os Angeles
Macf�ine
ASTM C 136
ASTM C 138
ASTM C 143
ASTM C 172
ASTM C 1'73
ASTM C 174
AS'I'M C 227
ASTM C 231
ASTM C 289
ASTM C 295
ASTIvI C 311
ASTM C 535
ASTM C 566
Sieve Analysis of F�ne and Goarse Aggregates
Test for Unit Weight, Yield, and Air Con.tent {Gra�imetric) of Concrete
Test for 51ump bf Portland Gament Concrete _
Sampling Fresh[y Mixed Concre�e
Test for Ai� Content of Freshjy Mixed Concrete by the Volumetr'ic M�thod
Measuring Length af Drilfed Concrete Cores
Potential Alkali Reactivity of Cement-Aggregate Combinations (Mortar-Bar Method)
Test fpr Air Content nf Freshly Mixed Concrete by #he Pr�ssure Method
Potential Reacti�ity of Aggregates (Chemical Method)
Petrographic Examination of Aggrebates for Concrete
Sampling and Testing Fly Ash for []se as an Admixture in Portland Cement Cancrete
Test far Resistance ta Abrasion of Large Size Coarse Aggregat� by Use of the Los Angeles
Machine �
'Fotal Moisture Cantent af Apgregates Ery Drying
ASTM C 1477 5#andard Practice for Laboratories Tssting Concrete and Concrete Aggre;ates for Use in
Construction And Criteria for Laboratory �valuation
ASTM 17 1250 Potential Alicali-Reactivity of Aggregate (MoRar-Bar Method)
ASTM D 3665 Random Sampling of Gonstxuction Materials
ASTM D 4791 Test Method for Flat or Elongated Particles iri Coarse Aggregate
AASHTO T 26 Quality of Water to be Used in Concrete
�Ai��lAo� R�G3UIR�l�d[�i�75
ASTM A] 84 �pecification far Fabricated Deformed Steel Bar Mats for Concrete Reinforcement
A5TM A 185 5pecification for WeIded Steel Wire Fabric for Concrete Reinforcement
A5TM A 497 Sp�ci�cation for Welded Deformed 5tee1 Wire Fabric far Concrete Pavement
ASTM A 615 Specificatian far Deformed and Plain Bijlet-Steel Bars far Concrete Reinforcement
ASTM A b lb 5pecifcation for Rail-SteeS Defprmed and Plain Bars for Concrete Reinforcement
ASTM A 617 5pecificatian far Axle-Stee3 Deformed and Pjain Bars far Concrete Reinforcement
ASTM A 704 Specificatian for Welded 5tee1 T'lain Bar or Rod Mats far Concrete Reinforcement
�-.�'s01-2��
,
�
;
i
i ��
��i
P-501
AC 'IS015374-10A incJudes changes ti�ru CkG 12
ASTM A 714 Specification for High-Strength Low-Alloy Welded and 5eamless SteeI Fipe
ASTM C 33 5pecification far Concrete Aggregates
AS7'M C 44 Specification for Ready-Mixed Cancrete
ASTM C 150 Specification far Portland Cement �
ASTM C l7i Specification for Sheet Materials for Curing Concrete
ASTM C 2fi0 Specification far Air-Entraining Acimixtures for Cancrete
ASTM C 309 Specification for Liquid Memhrane-Forming Compounds
ASTM C 494 Speeification for Ghemical Admixtures for Concrete .
ASTIwI C 595 5pecification fflr Blended Hydrau�ic Cements
ASTM C 61$ Specificatian for Fty Ash and Raw ar Calcined Natural Pozzolan �for �]se
as a M�neral Admixture in Portland Cement Concrete
ASTM C 883 Specification for Epoxy-R�sin-Base Bonding System for Concrete
ASTM C 989 Specification for Ground Granulated Blast-Furnaca Slag for Use in Concrete and Mortars
ASTM D 17S 1 Specification for Preformed Expansian Joint Fillers for Concrete Paving and Struciura!
Constniction {Nonextruding and Resilient Bituminous Types) '
ASTM D i752 Specification for Prefarmed Spange Rubber and Cork Expansion 7oint Fillers for Concrete
Pa�ing And Structural Constructian
AASHTO M�54 8pecif`ication for Coated Dowei Aars
ACI 305R Hot Weather Concreting
ACI 306R Cojd Weather Concreting
TT-P-b44 (Rev. D} FederaI Specification for Primer Coating, Alkyd� COITDSI.OA-Ii1�11�]lflll�,
Lead and Chromate Free, VOC-Cnr�ca�pliant
ENq 1TEM I�-�01
P-5D1-�9
�� � �
1vI�D11'+"��A'TID[�S T�
�TE�I P-6�� Ii[TiJN1I1�[�iJS PRI�f� C:C��i'Y'
���715 5�}�£l{!� ��]L:[;lflt'uLk{]n i13[}Ci1f3C5, �r��lifi��, �]f 1�11C21L{S Cll� L{:£�till]C3� 5��£1�1i:i1t1Q115 �11� �]���15
ancE za€ces �r�cw�ie�r� over tl�em in tk�e evciyi of �r�y dis�rep{�nc�+.
�����.�: BICLiET'S�IiOl.kS ]'I�dL�flfl� 5}7��� Y�� L�iC1i1�SE�i�{� �5��l�ili, �'Gracl�: S�-1, �onforrsiing l� lhe
requirctt�ci�ts of 7 tcn� 3�0 of ti�e 1�)�}3 ��ition �f t��: Tcxas � te�e L�epa��tmer�t c�f T�i�l7w�ys �tn�i
1'�ib3ic Tr�rt���}r��ti��n �l�rid�rd �pe�:iTic;�ti�i��s for C;c�ns�e�1cEio� c��Hi�;hwa}�s, �rr�e�� a�d
B�ic��es,
Jn tlt� �:�•er�a sk:� Cu�itrac#or d�wir�s tn �se a ty�r� a�c�lcsr �radc c�tlter ihan tl�at s��;c���`red �b�xv�;,
Si1C�] ]`�C�ll�ti� ��3;�1 l�e ��asic, ir� w��tir�g, to t�ie C:f��ii�eer n�# le�� than R Q workia�� da�r� priur �o t�e
+im�: prr�p��sed i'or use �� she r��te�ial.
GIl?-4,l: Slk�}S�llk3tL' L�1� �l]��O�V3I7�T fC�� [Lt15 �]�fS�C�jJ�3:
Bt��t�li�iou� m�ic��al far �+rim� �oac shall t�e measur�:d a� ��e p�i�tit of
��€iv�ry in galioT�s �t t�ie a�}�licd �ern��rs�tur�, 'C'tYe quantit}� �o be �ai� Eur
sls�al] t�e tltie r�ur�h�r of ��11o�is use� �n tl�� acccpked worlc.
60�-�.i: Pay«1en1 sl�all be in��� i!l i�f� �flnLz'dCt Lifiil �C3�C ��l- gR��C�T! ���` �1t1tiT711110U4 }�rirriC
CCid[.
r.�o� �o�-�
�I9�1��
li��l �-60� �1T�11�N11d��S �F��IR�� C��i
D�S��I����N
AC 1��/53iQa1AA
b02-1.1 This item shali consist of an agplication of bituminous material on the prepared base caurse in
accordance with these specifications and in reasonably close canformity Co the lines shown oa the plans.
���������
d02-2.1 BTTUMINOiJS MATERIAL. The ty�es, grades, controlling speci�catians, and application tem-
peratures for the bituminpus materiais aze given in Table 1. The Engineer shall desigaate the spec'if"yc materi-
al to be used.
TABLE Z. BITUMIlVOUS MATERIAL
Application
Type and Gra3e Specilication �empera,tuzes 3
� Emulsified Asphalt
� SS-1, SS-Ih--
MS-2, HFMS-1
� C55-1, C5S-lh
�, CM8-2
I! � - ---
Cutback Asphalt
RC-30
RGTD
RC-254
ASTM D 97'�
ASTM D 977
ASTM D 2397
ASTM D 2397
ASTM D 2028
ASTM D ZOZ$
ASTM D 2028
Deg. F Deg. C
70-16� ZO-70
70-160 20-70
�a��o za-7a
��-1 b0 20-'�0
80�- 3d+
i2o+ sa+
165+ 75+
� The masimum temperature for cntback asphalt ahall be that at which fogging
occura. "
I 1 �
���Si�U��I�F� �lV�TH��S
� I 60�-3.1 WEATHER LIMITATIONS. The prime coat shall be applied only when the e�tisting surfaoe is
• dry ar contains sufficient moisture to get uniform distribution of the bituiminons materiaI, when the atmos-
pheric temperatuse is above �0° F(15° C}, and when the weather is not foggy or rai,ny. The tenaperature
' requirements may be waived, but only when so direatad by the Engineer.
' 60Z�3.� EQUIPMENT. The equipment used by tkae Contractor shall include a self-powered pressure bi-
,� tuminous material distributor and equipment for heating bituminaus m�terial.
�
i
I
The distributor shall be designed, equipped, maintained� and operated so that bituminous material at even
heat may be applied unifornily on variable widths of surface at the specified rate. The allowable variatian
�from the specified rate shall not eaceed 10 percent. Distributor eguipmen.t shail include a tachometer, pres-
sure gages, volume-measuring c3evic�s or a calibrated tank, and a therrr�ometer for measuring temperatures
of tank contents. The diatrihutor shall be self--powered and shall be aquipped with a pbwex unit for the
pumg and fuii circulation spray bars adjustable laterally and verticalSy.
A power braom and/or blawer shall be provided for any iequired cleaning of the surface to be treated.
602-3.3 APPLYCATION OF BITLTMINOLJS MATERIAL. Immediatety before applying the prime coat,
the full width of the surface to be prisned shall be swept with a power broom to rem�ve all laose dirt and
other objectionable material.
'19�
AC 1�0/5370�1a� a11�1��
The bituminous miatezzal including solvemt shall be uniformly applied with a bituminous distrii�utar at the
rate of 0.25 to Q.50 gallons per square yard (1.20 to 2.40 Iiters per square m�ter} depending on the base
course surface texture. The type of hituminous material and applicatian rate shall be approved by tk�e Engi-
neer prior to application,
Following the application, the prixned surface shall be allowed to dry nat less than 48 hours without bei,ng
disturbed or for such additianat time as zixay.be necessary to permit the dryizig out of the prime until it will
not be pxcked up by traffic or equipment. This periad shall be determined by khe Engineer. The surface shall
then be maintained by the Contractor until the surfacing has been placed. Suitable precautions sha11 be taken
by the Contractor ta pratect the primed surface against damage during this interval, inciuding supplying aad
spreading any sand necessary to blot up exoess bituminous material.
6�2-3.4 BTTUMIN�US MATERIAL CONTRACTOR'� RESPONSIBILITY. Samples of the bituminaus
materials that the Contraator praposes ta use, together with a statement as to their saurce and character,
mnst be submitted and approved before use of such material begins. The Contractor shall require the manu-
faeturer or producer of the bituminous materials to furnish material subject to this and all ather pertis�en#
requirements of the contract. C}nly satisfactory materiais, so demonstrated by service tests, shali be accepta-
ble.
The Contractor shall furnish vendar's certified test reports for each carload, or equivalent, of bituminaus
material shipped to the project. The report shall be delivered to the Engin�er before permissian is granted
for use of the material. The furnishing of the vendor's certified test report for the bituminons material shall
nat be interpreted as basis for final acceptance. All snch test reparts sha.I3 be sub}ect to verification by test-
ing samples of materials recei�ved for use on the project.
602-3.5 � FREIGHT AND WEIGH BILLS. Before the final estimate is allowed, the Comtractor shall file
with the Engineer receipted bills when railroad shiprnents are made, and certified weigh bills when materials
are received in azzy otb.er znanz�.er, of the bituminous materials actually t�sed in the canstruction coverec3 �y
the contract. The Con�ractor shall not remave bituminous material fro�m the tank car or storage tank until
the initial putage and temperature measurements have been taicen by the Engineer, nor shall the ear or tanlc
be released until the final a�tage has �een taken by the Engineer. � `��
Copies of freight bills and weigh bills shall be furnished to the Engineer during the progress of the work.
�fl�iH�� �� RAE�Sl1F���!➢�N�
6Q2-4.1 Th� bituminous material for prime coat shali be measured by the [gallon (liter)][tan(k��. Volume
shall be corrected to the volum� at 60° F{15° C) in accordance with ASTM D 1254 for cutl�ack asphalt,
and Table IV-3 of The Asphalt Institute's Manuai MS-6 for emulsified asphalt.
BASIS Ok� �AYhA�AI�
60�-5.� Payment shaZl be made at the contract unit price per [galion (liter)][tou (kg}] for bituminous prime
coat. This price shall be full compensatian for furnishing all materials and far aIl preparation, delivering, and
applying tk�e materials, and for all labor, equipment, tools, and incidentals necessary to compleLe tlus item.
Payment will be xnade under:
Item P-6�2-5.1 Bituminous Prime Coat—per [gallon (liter)][ton (kp�j
l�AJ�T'�Rf/�� ���LIIR�Afl�WT�
ASTM D 977 Emulsified Aspkalt
ASTM D 2028 Asphalt, Cutback (Rapid Curing Grade)
ASTM D 2397 Ca.tionic Emulsified Asphalt
186
2/17/�9
ASTM D 1250
Asphalt I�nstitute Manual
MS-6 Table IV--3
iESYfNC R�QUIR�lR��RIiS
,�
.,
i�
� : � �
I
�� �,a��3�o�io�
Petroleum Measurexnent Tables
Temperature-Volume Corrections for Emulsified Asphalts
�97 (ana 19s)�
�{�D11���1C'r�.T'���15 �'�
1TEI�'I �'�f QS .��1:VT �E�.LiI�T� FILLER
This spcc:s�l s���ifi�ati��� �no�i#'i�s, am�Eif��s, nr �rnencis eh� �ec�inic;�� sp�cEf�catio�s anc� pl�r��
a�Yd ts�es pr�:.c��e�3� ove� [1}�r�� ir� 1�3e cver�l ��`any i�isc�epar�cy-
�i[!�-�.l : Sealan� materiia� sE���� �� A�i]j���e joii�t s�alan! (n�sr�-a�id curGn�,} r�isteri�] ��d
sliall !�c a�i��glr: cain�c�nr�tt, cold�a}�plac�i, s�l�"-leveflin� silic:ot�e rna�e�i�l.
SG�icon� ���lan� sh�l� he one ��!'�he fuiiowin�, or a�apro�c� eye�al,
Do�+ C:ornin� �94-Si..
�rat�o �v��i�:�vcr �il�c��� �L Se�l�nt
L=ack� lo! �ri�atcl� of ���lirtg ��aa�e�ia] sl�tal] }�c dejiv�z��d �o t��c,�ol�sit� i�r tkae
manufactt�rer's t�ri��na1 se�ked can�a�n�r. Eac:l� container ��¢11 b� la�ek�d to
i�iclude iF�� f+�1lak�rir��:
a. Na�ne af n�atcr3al
b_ �la i7ta �{rctt� rc,•' � G� a�z7�
c, .�l��r�f�ctk�rer's ]ot nurrtbe�
d. �t7e1f li�`c
C, �1\1F7� lC1S[TU{:S1�S3S
f, �tc�rage instnKcti�r�s
�r� a�lcli[�c���, ti�e Cc�nLrae�or w3Y�11 st�}���ly t�s� rrrarrufact�rer�� �:c:r#i�catinri sl#�ti�g �ha1 [t��
rrraterial n3��ts [1�e ee�l�tiretr-����E� c�i'tE3is s�e�ii�tica��nn,
GU�-�.?: Delete,
Gi15-3.3: .t�el�te zhe para�r�pf�s for [�+st �'oLGr��k ��alar�ts ar�cl F'r�:furme� �la�ior�}��i� Joir�t
�s:�lan#s,
Dc1e�� �he f��eren�e t� niixi�g �n 1he �ara�ra�h r�.��rdin�; �old .A�pl»d �ealan#�.
fill���.�; Joi�� s�aler wili t�a1 C�e: rneasu�ed �epar�tel� but shalti be �ar�sidered �ubsidiary ko
ath�� il�rr��.
I'�Gil� M01�-1
C�OS��,�: �1� scp.�rate ���r��nt sllall be r�ade fs�r j��ir�� se��er �ut shall be �c�nsider�d
st�E�s3�iary �� [he price bid fc��,��l�er itei�s.
P-61r5 �1oD�-�
� T,
211//8�
AC i50/�3i0�10A
1T�N� �-�60� ��I�T ��A�.INC� �1�L��
m
��SCFiI�iI�N
505-1.1 This item shall aonsist of praysding and installing a resi�ient and adhesive joint sealir�g filler capa-
ble of effectively sealing }ai,nts and cracks in pavements.
�11�T��i��S
The Engineer shall specity one ae more of tiie faIluwiag:
Fed. Spec. SS�5��00 - Seal�ng Compoe�nds, Two-Compone�t, Elastom,eric, Polymex Type,
Jet-F�el-Resistant, Cold Applled.
ASTM D 1854 - det-Fuel-Resistant Concrete Jaint Sealer, Hot-Poured Elastic Type
ASTM D 262$ - Prefornied Polychlaraprene Elastomeric doint Seats for Coacrete Pave-
�nent5
AST'M D 3405 - J�nint 3eaiants, Hnt-Poured, for Concrete and Aspl�alt Pavements
AST14I D 3406 - Jaint Sealants, Hot�Poured, Elastametric-Type, :For Partland Cement Cnn-
crete Pavements
ASTM D 3�69 � doiunt Sealants, Hot-Poured, ElastomeiTic, Jet-Fuel-Resis#ant typ�, for
Portland Cement Coacrete Pavements
A5�'M D 3581 4 Jaint Seatant, Hat-Paured, Jet-Fuel�Resistant Type, for Portland Cemeat
Coz�crete and T�eCoacrete Pavemee�ts
Zf prefn�med joint sesier is specified, the manufactnrer shall certify that the perfarmed seal
will exept a minimenn pressmre of 3,0 paunds per square inch (�1 kY�} when compressad to
�0 pe�ceat� of naminal widt3i and a maximum of �5,0 pounds pe� square inch (1?2 kPa) when
compressed #0 5U percent of no�inal width. "
Paragiraplt 2.Z �pplies o�►1y v�hen prefaemed sealants are specified. DeIeLE when not applica-
bie.
bU�a�,1 JOINT SEALERS. 7oint sealing' materials shaIl meet the requirements of [ ].
[Each lot or bstch of sealing compound shall be delir�ered to the jabsite in the msnufactnrer's nei�nal sealed
cont.�ined. Each containe�e shall be marked with the manut'acfu�er's name, bstch or lot numbep, and tiie sa.fe
hea#ing temperature and shall he accompanied by the rnanufacturar's certificatiun stating t5at the compound
meets the reqt�irements ai this speeif'ication.}
[Each lot of prefarmed joint sePller delivered tn the jobsite shall be sccompanied hy the mas�ufacturer's ceriifi-
cation stating that it meets the requiremeats of tlUis speeification.]
s � * � i� �a � � a �o- �� a �u ¢ � * # � • �u s �p � s * �a � s v a �u * � a �p o 4 � � o m * s # � � +o n n ru � ri s �
s � � o � * �a �u o a * � � �o- � �u 3, * a * s n � � �n « * � z� r� s � s s v a a � � � o * o * +� r� * rt r� � M * � n
6�5a2.a L�TBRICANT. Lubrica.nt iar installation of preformed joint seal shall be a one-component pa-
lyehiaroprene compaund containin$ anly soluble phenolic resins blended together with anti-oxidants and
acid acceptors in aromatic hydrocarbon solvent mixtwre and shall meet the failowing requirements:
�03
AC �50/6370-i0A
Average weight per gallon, pounds
Solids content, percent by weight
Film strength, psi
Elongation, percent
Requirements
7.8
22-28
2,300 min.
750 min.
2/i!/�9
ASTM
I31644, Method A
D4I2
D412
Each shipment of lubricant shall be delivered to the jobsite in the manufacturer's original sealed container.
Each cont,ainer shall be marked with the manufacturer's name, batch or lot number, and the date of manu-
facture and shall be accompanied by the manufactnrer's certification stating ihat the lubricant meets the re-
quirements �of the specification.
This Iubricant shall be stored at a temperature between 50' F(10° G) and $0° F{30° C) and shall be �sed
within 270 days of its manufacture.
��N�iRt��TI�N AA�TbO�S
b05-3.1 TIME OF APPLICATION. Joints shall be seaZed as soon. after completion af the curing peri�d
as feasible and before the pavement is qpened to traffic, including construction equipment. The pavement
temperature shall be above j40° F{�° �]�(�0° F(1D° G�] at the time of installation af the [pre#ormed joint
seal][paisred joint sealing material].
* � �d �u * * * * � s a * � a� � � ♦ � * * � • * �n s t r * s r �a o s m o s � a a * �a s s t * * � �c r r �d s • �
Specify 40° F(4' G9 for preformed seal and a0° (10" G� F for poured seals.
�f the pavement must be opened tu traf�c ,priox to placement of the sealant, #his parg�aph
shonld be modified to require the Contracto� tn tempararily fill the jaint with a jute o� nylou
rope immediately afteP the joint �s sawed. The rope shonid be slightly larger than the jaint
and sha�d be iorced into the joint so that the top of the ro�e is 1/8 inch (3 �) luelow the
pavement surface, Tk�e rope shall be r�emo�ed immediately priqr to cleaning.
+n a� � * � �d * * * a o . �u � * * * F � � � * � « * o s o s u • s a o 0 0 « * r s � � o • o n * * s s * * �d *
60�-3.� PREPARATIpN DF JOINTS. Immediately before sealing, the joints shall be thoroughly cleaned
af all laitancc, c�ring compound, and other foreign materiai. Cleaning shall be accomplished by [sandblast-
ing] [wire brushing� [high pYessure water hlast]: [3pon completion of cleaning, the joints ahall be blown out
with compressed air. The joint faces shall be surface dry when th� seal is applied.
Prior to resealing jo'snts, the existing jaint material shall be removed to the depth as shown on the plaz�s. If
joint sealer oth�r than t}►at originally used is spec�ed, all exisLin� joint sealer shall be removed.
* r a r� * �a �n a � a �a � � ro� t �x * � x� r s �a v * � � f �u �n a o * a� ri o � s n r� • �a +� a � � s * s * * a * * s
Sandblasting or wire brushing is the recammended method of cieaning since the joints can be
peimed immediateiy after the cleaning.
s r o * s � � s � # � r � a +� �, * t � s �c o a * u y� � o � � s� � � � � � a � � � ri � a � o a s � s s w s • s
6Qa--3.3 INSTALLATION OF SEALANTS. ]oints shail be inspected for proper width, depth, alignment,
and preparation, and shall be approved by the Engineer before �sealing is allowed. Sealants shall be installed
in accordarica with the following requirements:
[Hot Poured Sealarits, 'I'F�e joint sealant shall lae applied uni#oxm�y solid f�om battom to #op and shall be fiIIed
witt►out iarmation af entrapped ai� or voids. A backing mata�ial shall be pZaced as shown on the plans and shall
he nonadhesive to the conceete o� the sealant material. The heating kettie shall be an indirect heating type,
204
2/4'�/69 AG q50/�3�4-i0�,
constructed as a dau6�e boiler. A positive temperatuse cnnt�ol and mec�anica! agita�ion shall be pravxded. The
sealant shall nat he hested to more than �0° F(-11° G� below the safe heating temperature. The safe heating
temperature can be obtained from tiie manufactvrer's shipping cantainer. A direct coanecting presauze type ex-
tfuding device w�ith nozzles stiaped for insertion into the joint shali be provided. Any seaiant spilled on the
sueface of tlse pavesnes�t shall be removed immediately.j
[Cold Applied Sealants. Cold applied joint sealing compound shall be appiied by means of pressure equipment
that wil! force the sealing material to the battam o:f the joint and camp1etely �ill the jaint without sps�Iing #he
material on the surface of the pavement. A backing znaterial shall he placed as shown vn the plans and sha11 be
nonadhesive to the canc�efe ar the sealant material, Sealant which does not band tn the concrete surface af the
joint wa31s, contains oaids, or fails to set to a tack-free condatian will be rejected and replaced by the Contrac-
tur at no adaitional cost. Befare sealing tt�e joints, the Contractor s�al� dexnonstrate that �he equipmeat and
pracedures for prepa�,ng, mixing, and placing the sealant ►vill produce a satisfactory join# seal. This si�ail in-
ciude the preparation of trvo sivall batches and the applicatian of the resniting material.]
* �F * � M � # • # �k � t b * # * i� 7k * * * �k �M fi � # %� 1� • * # # �k * t �M t * 1� * # * * * ! # �F * # # t # # #
I� The use of a�ackup material or �oad hreaker in the bottonn af the 3oint to be filied is rec-
nmmended to cvntrol t�e depth af the sealant, to ac�ieve t�e desired shape factor, and to
suppart the sealaat against indentatian and sag. Backup materials and bond breakers should
be compatible with the sealant, should not �dhere to the sealant, should be compress�bie
without extruding the sealant, and sbouid recover to maintain contact with tbe jnint faces
when the joint is open.
s * * s * s * * « � * * * � * * s * s 5� � * « * * * * * * * * * * * e * s * �k s * * * s * • a � * r * * � •
[Preformed �Sastomeric Joint Seais. Prefarmed joint sealer shall he placed usung eq,uipment capahle oP install-
ing the sealer in the upriglnt pasitian, wit�out zutting, nxcking, distarting, or otherwise damaging the seal. Lu-
�ricant shall be applied to the concrete or the prefarrned seal, or hath, and the seal shall be installed in a
�._... __ substasrtially comigzessed -condiiion as►d at the depth beiaw the suaface of the pavement 35 5k10Wri lII t�� plans,
The method of installation shall be such that the joint sealer will not be stretched mare thax� 5 percent of the
minir�um theore�.cal lsngth, ar compressed rnore than 2 percent. The r�ethod vf instajlation shall be checked far
stretching or compression, using transverse joint sealer. The ci�sck shall consist of instaliing sealer in �ve joints
of at least 25 feet (7.5 m) in leng#h, resnoving the sealer immediately after installatian, and checking the Iength.
This check may he modifisd by premarking ar precutting the sealer ta leng#h prior to installation if this is
cotnpatihle w�it� the equip�ent beung used. If ti�e measured length of any of these iive sealers indicated that the
sealer is stretehed flr compressed bey�snd these limits, the installation shall be madified to carre�t the situatia�.
Once satisf�ctory sealing operations have stsrted, one joint length per every hundred shali be resno�ed and
checked. I,f ths lirnits are exceedad, the jaint sealers on either siae shoula be -removed unt�l the candition disap-
gears. The affected jaints shal] be rese�led in a satisfactory mauner at no cast to the awner, and the methad of
instailation shall be c�ecked again for satisfactory prviced�re. The seal shall be installed in the longest practica-
ble lengt5s in longitudinal joints and shall be cut at tt�e joint intersections far continuo�s instgliation nf the seal
in the trasisverse ,jaints.]
� * s s o � * s * • » * * s * * � * * * * « * � . * « * * * * * � * * * s * * w � * * � : * * * * * * � « r
Q
The Engineer should select either hnt poured, coid �pplied, or preformed sealasit and include
the apprapniate paragraph in the specifications.
* • * � * � * * * * * * * » � � � a � r * � * � * r • u * : x� r * s * s * � « * � « �a � * * * � * * * * a *
������ �� �����������
60�-4:1 Jaint sealing material shall be measured by the [gallon (Iiter7J (pound {kg}] [li�tesr faot (meter)] af
sealant in place, complete, and accepted.
ZQ5
�
�c ��oi�s�a��o� � ��i��a�
BrpoSiS �� PAYhIV�RI�' � .
60�-�.i Payment for joisit sealing material shall be made at the contract unit price per [gallan piter)] [pound
(kg)] [linear Poot {meter)]. The price shalr be full compensation for furnishing all materials, for ail prepara-
tion, deiivering, and placing of these materials, and for all lahor, equipment, toals, and incidentals neaessary
to complete the i#em. � �
Payment will be �aaade nnder:
Item P-6�5-5.1
Itern �-6U5-5.2
Itern P-605-5.3
ASTM D �L12
ASTM L7 1644
7oint Sealing Fiiler - per gallon (liter}
7oint Sea�iu�g Filler - per pound (kg)
Prefarmed Sealer - per finear foot (metEr)
����Tr�� ��Q�����W��i��
Tests for Rubber Properties in� Tension
Tests for Nonvolatiie Content of Varnishos
�IIVA���IAL ��QUI�ERaIf�[�TS
ASTM D 1854 �et--Fuel-Resistant Concrete Jaint SeaIer, Hot-Poured Elastic
Type
AS'7`M D 2628 Preformed Palychloroprene Elastomeric 7oint 5eals for Con-
crete Pavements
ASTM D 3405
ASTM D 340b
Jc�int Sealants, Hot-Poured, %r. Concrete and Asphalt Pave-
men#s �
Joint Seala.z�ts, Hot--Poured, Elastomeric--Type, for Portland
Cement Concrete Pavements
ASTM D 3569 Joint Sealant, Hat-Paured, Elastometric, Jet-Fuel-R�sistant
Type, for Portland Cement Concrete Pavements
ASTM D 3581 Joint Sealant, Hot-Poured, Jet-Fuel-Resistani Type, for Port-
land Cement Goncrete and Tar-Concrete Pavements
Fed. Spec. S5-S-2d0 � Sealing Compounds, Twa Component, Elastomeric, �'alymer
Type, Jet--Fuel Resistant, Cold Applied
aos
!1��.}�1F1C �T1f]?w1� 'r'�
IT�ht P-C�1(1 S�`��i�'Ti.��t.4L P�f�'�"�a�1�lT� C�:11'[El�1T �.C}I�+C"RFTE
"!'iiis sp�ciKG� s�re�i�c�li�m rr�od�f�e�, rsn�plliies, or a�Y�r�d� �hc tcclynical specifcattons ar�d ��i�n�
antf t�kes pre�ed�:r�� o�cr th�m E� �hi ev�Y�� ��f any discraj�an�y,
G1U-1.]: 'f`i�is i�en� sf�ail c�ans�st of �l:]Tti�CkrCC.�`� Si�1CLUie7� �O�Cir�l1CI C�Z71�j7L {;C}f1C��G't��
(iZU4�.] : Ai �Jtc �on#ractor'� o�ti�fl, concret� �'urni�l��� F�}� ��L��rpiier nc�rmali}� et��age�! in
k�le pa'nduc:lio�Y oF k�'�atsil-r�7ixi;d c��Yc1'etc r�7a�+ Le �3se['E; �r{��idcd, I�awe��.r, su�:lt
t;.ont�Ecic sh�f l i�e c�����r�e� �o p�o��ide a�:�r�p����+�e �trer���k� ai ��i ti��s o�' no� �es�
tk�an 3�C}Q nsi, �sin� j-in��� n��xirnu�ri siz� coars� a��re��E�_
C�I�1-2.�1: �emcrEE s�t�l] cor�E�+�rr.� Lc� [he requirem�E�ls 0�� ll�'TM C' ]�U. "�`v�e !_
610-:.7: �'Tentiol���ci juint rr��ti���ial !'i�r cx�,ansf,�n ,joiji�s ��ial1 m,eet the requirement� �#'
ASTA�I D 1 "75 � .
G] 0-?.�1; '��e:nforcin� sk�a!I c�ns3s1 c�+'��f�rri��;d .��e�l bars �c�nf�n-rsifg l� tl7e rec�uarenl�n�s
�f �ST�f �i C�15,
61U-�.1: �'or�l�an+� c�mcnt can�:rete �or str�c#u�cs wrll not be �e:��ur��i s��r�ra�.�l� bt�� ��+rl�
bc t�unsideeed �ul�s��E�ry Eo �he �race �ic! for tkt� worlc int� v��h�cl� ttYc �oncre�� �s
inc�+rpnr�t�c�.
6�0-�.�: Rei�f�a��c3ng s��eei will t�ot b� m�asure�! sep�tate�� bLit will �e �:���side��d
sub�icli�ry [o ��Ye �ric� bic! !'or tk�c work into u+�]1Gh t�c; r�3ufOi'Clf1g Ste�� is
InGOCj�C]1'�1��,
61 �!-�. � : �)el��e.
k'-6 l {7 1+d(]L�.1
�/ii/�9
i��� P�s�o
,:_
�►� ��0��3�o—�aee
���u������ ������a�� ci��n��� �oii�����
D���Ri��l�id
610-1.1 This item shaI] consist of [plain�[reiniopced] structural portland cement concrete, prepared anci con-
structed in accordance with these spaci�ications, at the locations and of the form and dimensions shown on
the plans.
�����r���
510-2.1 GENERAL. Only approved materials, conforming to the zequirements of these specifications,
shall'be used in the work. They may be subjected to inspection and tests at any time during tkze progress of
their preparation ar use. The sourca af suppIy of each nf the materials shall be apprqved by the Engineer
before delivezy ox use is started. Representative prefiminary samples af the materials shall be submitted by
the Cantractar, when required, for examination and test. Materials shall be acored and handled to insure the
preservation of their quality and fitness for use and shall be located to . facilitate pzompt iaspectiom. All
equipm�nt for handling and transporting materiais amd concrete must be clean before any materiai ar con-
crete is placed thereirt.
In no case shall the t�se af pit-run or naturally mixed aggregates be permitted. Naturally mixed aggregate
� shall be sczeeneci and washed, and all" �ine and coarse aggregates shall be stared segarately and kept ciean.
The mixing of different kinds of aggregat�s from ciifferent sources in one storage pile or alternating batches
� of di.£ferent aggregates will not be permitted.
�b10 �.2 GOARSE AGGREGATE, The coarse aggregate for concrete shall meet the requirements of
. ASTM C 33. .
I.
I � T
��
�
�
�
Coarse aggregate shall be weil graded from caarse to fine and shall meet one of the gradatians shown in
Tabie 1, using A5TM C 136.
610-2.3 FINE AGGREGATE. The fix�e aggregate for cancrete shall m.eet the reyuirements of ASTM
C 33. .
The fine aggregate s&all be well graded from t�ine to caarse and shall meet i�ie requirements of Tab1e 2,
when Lesied in accordance with ASTM C 136:
TABLE 1. GRADATION FOR COARSE AGGREGATE
Percentage by Weight Passing Sieves
Sicve Desigaation (square apenings)
2�� t �.. �„ �*�, ��, s�e„ No.4
No. 4#o �/a in.(4.75-19.0 mm) i00 9�100 2D-55 0-10
No. �4 to 1 in.(4.75--25.0 mm) � 1W 90-100 25-60 . a1fl
No. 4 to 11/a in.(4.75-38.1 1dd 95-100 35-70 IO--3Q 4-5
maz)
21�
f
A� �sDI53�0�10A
TABLE 2. GRADATfQN FOR FINE
AGGREGATE
Sieve Designation (square
openin$s)
�/a inch (9. S mm)
Na 4 {4.75 mm)
No� lb (1.18 mm)
No. 30 (O.fiO mm)
No. 50 (0.30 inm)
Na. lOd (0.15 mm)
Percentage hy Weight Passing
5ieves
��
15-100
45-8�
25-55
10-30
2-10
�/�7l89
�
Blending wzll be permitted, if necessary, in order to meet the gradation reqtiirements for fine aggregate.
Fine aggregate deFicient in the percentage of mate�rial passing the No. 50 mesh sieve may be acc�pted, pro-
vided ihat such deficiency daes not exceed 5% and is remedi.ed by tlte addition of pozzolanic or cementi-
tions materials other than port3and cement, as specified in 610--2.b on adnnixtures, in snfficient quankity to
produce the required workability as appraved by the Engineer. �
610-�.� CEMENT. Cement sha11 conform to the requirements of [ ] Type [ j.
* • * w * � s +� * w * a * * * * s s s r * * s * * � * * * rt � * s * * t * # � * * * * * w * * r � M s o � �a
Tbe E��nee� shall specify oae ak' the foIlowing: ASTM C 150 - Type I, IA, II, IIA, I�I,
IIIA; ASTM C 595 - Type �P, IP-A, IS, IS�-A.
* �k t i� �k # �M i • * �k �k i �k +F �k b �k * * t # * * +k £ # �p # * �k � * � # # �k � � # �Q # # * # �Ic k � 5� * # �k �i� *
Tb,e Cpntractor shall furnish vendors' certified test reports far each carload, or equivalent, oi ce�ent
shipped .ta the pcoject. The report shalI be delivered to the Engineer before permission ta use the cement is
granted. All such test reports s}rall be subject to verification by testing sample materials reeei�ed for use on
the project. �
61Q-�.� WATER. The water used in conczete shall be free frnm sewage, o�i, acid, strong alkalies, vegeta-
ble ma#ter, and ciay and loam. If the water is of questiar�able guality, it shrsll be tested in accordance with
AASHO T 26. -
610�2.6 ADMIXTURES. The use of any material added to the cancrete nuix shall be approved by the
Engineer. Befoz�e approval of any material, the Contraetor shall be requzred to submit the results of com-
plete physical and chemical analyses mad�: by an acceptable testing laboratory. Subsequent tests shall be
made of sampies taken by the Engineer from the supply of the matezial�being furxiished or propos�d for use
on the work to determine whether the admixture is nniform in quality with that approved.
Pozzolani.c admistures shal� �e fly ash or raw or calcined natural pozzolans meeting the requireznents of
ASTM C 618.
Air-entraining admixtures shall meet the requirements of ASTM C 260. Air-entraining admixtures shall be
added at the mixer in the amount necessary to produce the specified air aontent.
Water-reducing, set-controiling admixtures sha�l meet the requirements of ASTM C 494, Type A, water-
reducing or Typ� D, water-reducing and retarding. Water-reducing admixtures shall be added at the mixer
sepArate3y from air-entraisiing admixtures i�, accordance with the manufacturer's printed instructions.
6�0��.7 PREMDLDED JOINT MATERiAI.. Prema1dzci joint material for expansion join.ts shall meet the
r�quiremezzts of ASTM [ ] �
0 +i � tk 4 ri fi i �Y �u R � %� 4 * � # � � * � i # .�d * � 0 s %� ri * s * � �b iz � Y� v %� r� 4 b r � � p o � �k �h * � *
The EngineeP shall designate eit�er ASTM D 1�51 or �ASTM D 1752.
s * * � s � a � * * * * * �u * * * # * o * a r �a � �a w r � * a � a r * r� s �a o * s �n ru � n o �a s * a � � n e
298
2l11/69
AC 150/�370-90A
�r10�2.� JOINT k�LLER. The filler for ,joints shall meet the requirements of Item P-bDS, unless �therwise
specified in Che proposal.
61U-�.9 STEEL REINFORCEMENT. Reinforcing shall consist of [ ] coaformir�g to the re4uire-
ments of [ ].
�a * +t � * 1� �M r * * * * * * � * i� * » � r� �k �� � �u 6 � a � � s s * � � �i * b � � s �a t s � i� � * r �F * * � i�
The Engineer shall designate nne a#' the followimg:
Welded Steel Wire Fabric ASTM A 185
Welded Defarmed Stee! �'abric ASTM A 497
Har Mar�s ASTM A 1�4� oe A 704
i �
,�
i �,
I ` L_
Delete this section when �ot applicable to the project.
s * � * « * a � * � r * � * * « « • * * * v * � � * x� * �a • � « * :u * � s * * w * * * * * * * * * * * r � �
6].0-�.1Q COVER MATERIAIS FOR CiJRING. Curing materials shall confarm to one of the following
specifications:
Waterproof Paper for Curing Concrete ASTM C 171
Po}yethyjene 5heeting for Curing Gancrete A5TM C ll l
Liyuid Membrane-Forming Comgaunds for Curing
Concrete ASTM C 309, Type 2
C�N�iRUCiI�N Ad��T�109S
610--3.1 GENERAL. Tiie Contractor sha]1 furnish aSl Iabor, materials, and services necessary for, and inci-
dental to, the campletion af all work as shown on the cirawings and specified herein. All machin�ery and
equipment owned or contro3led by the Contractor, which he proposes to use on rhe work, shall be of suffi-
cient size to meet the requuements of the worlc, and shall be such as to produce sa�isfactory work; aIl work
shall be subject to the inspection and approval of the Engineer.
• 610-3.2 CONCRETE COMPOSITION. The cancrete shall develap a compressive strength af [ I psi
in 28 days as determined by test cylinders made in accordance with ASTM C 31 amd testeci in accordance
�- ' with ASTM C 39. The concrete shall c6ntain nat less than 470 pounds of cement per cubic yard (28Q kg per
, � cubic mefer). The concrete shall contain 5 peroent af entrained air, plas or minus 1 percent, as determined
by ASTM C 231 and shall have a slump of not more than 4 inches (10 cm) as determined by ASTM C 143.
+k r� a * * z� * r s s � � * * * * a s a s � �a s s �p � * � � �p * * �u �v z� �, * * * * r � �r t� � � * * r � * * * *
The Engineer s1ia11 desig]uate the compressive strength. The minimum� allowahle strength is
3000 psi (Z06�0 kg).
* a R � � � �r �� * * * * * v * � s s * s �a * o s r� * � � �a ri • » a � # a a n u � # r * � * � » t * s s * * �
61Q-3.3 ACCEPTANCE SAIYiPLING AND TESTING. Concrete far each structure will l�e accepted on
the basis af the compressive strength specifzed in paragraph 3.2. The concrete shall be sarnpled in accord-
ance with ASTM C 172. Compressive strength specimens shall be made in accordance with ASTM C 31
and tested in accordance with ASTM C 39.
Concrete cylindrical test specimens shall be made in accordance with ASTM C 31 and tested in accoz�dance
l with ASTM C 39. 'I'he Contractor shall oure and store the test specimens under such canditions as directed.
- The Engineer will make the actual tests an the specimens at no expense to ihe Cantractor.
a�s
�
�►C 15fl/�3i0�10A �li7l��
G1fl-3.4 PROPORT�4N�NG AND MEASL]RING DEVICES. When package cement is used, the quantity_,�
for each batch shall be equal to one ar more r�vhale sacks af cement. The aggregates shall be measured
separaiely by weight. If xggregates are delivered to the mixer in batch trucks, Che exact amount for each
mixer charge shall be contained in each batch compartment. Weighing baxes or hoppers sha11 be approved
by the Engineer and shalI pravide meaxas af regulating the flaw of aggregates into the batch box so that the
required and exact weight of aggregat�s can be readily obtained.
61U-3.� CONSiSTENCY. The conszstency of the concret� shall be checked by the slump test speci�ed in
ASTM C 143.
61D-3.5 MIXING. Concrete m�ay be mixed at the construction site, at a central pflint, ar wholly or in part
in truck mixers, The concrete shall be mixed and delzvered in accordance with the reqt�irements of ASTM
C 94. '
510-3.'� MIXING CONDITiQNS. The concrefe shalI be mixed only in quantities required for immediate
use. Concrete� shall not be mixed while the air temperature is below 40° F(4° C) without permission of the
Engineer. If permissian is granted far mixing under such conditions, aggregates or watex, or both, shatl be
heated and the concrete shaIl be �laced at a temperature not less than 50° (10° C) nor more than 100° F(38°
C}. The Gontractor shall be held responsible for any defective wor�C, resulting frort� freezing or injury in an�y
manner during placing and curing, and sha11 replace such worl� at his/her eapense.
Retem�ering of concrete by adding water or any other materiai shall not be permitted.
'The delivery of concrete to the job si�all be in sach a manz�er that batches of concrete will be deposited at
uninterrupted intervals.
67.0-3.8 FORMS. Concrete shall not be placed until al] the forms and reinforcements have been i.nspected
and approved by the Engineer. Fozms sitall be of sui#able materia.l and shall be of the type, size, shape,
quafity, and strength to buz�d the structure as designed on the plans. The forms shall be tzue to line and
grade and shall be mortar-tight and snfficiently rigid to preveni displacement and sagging between supports.
The Contractor shall hear responsibility for #heir adequacy. The surfaces of forms shall be smooth and free ._t
from irregularities, dents, sags, and �oles.
The internal ties sha�i be arranged so that, when the farms are removed, na metal will show in the conerete
surface ax discalor the surface when �xposed to weathering. All forms shall he wette� with water or witI� a
nonstaining mineral oil wkuch shall be applied shortly before the concrete is placed. �`orms shall be eon-
structed sa that they can be remaved without injuring the canerete or concrete surface. The fa�rzna shall not
be remo�ed before the expiration of at least 3Q laours fxom vertical faces, w+alls, slender columns, and similar
structures; forms supported l�y falsework under sFabs, beams, girders, arches, and similar construction shall
not be removed until tests indicste that at least 60%'o vf the design strength of the concrete has develaped.
61��3.9 PLACING REINFORCEMENT. All rei.nforcement sha3i be accurately placed, as shawn an the
plans, and shall be firmly held "zn position during concreting. $ars sball be fastened together at intersections.
The reinfarcement shall be supparted by appraved metal chairs. Shop drawings, lists, and bending details
shall �e supplied by the Contractor when required.
61p�3.1a EMBE73DED ITEMS. Before placing concrete, any itema that are to be embedded �shall be
�rm3y and securely fastened in plac� as indieated. All sueh items shall be clean and Free from coating, �rust,
scale, oi1, or any Foreign matter. The embedding af waod shall �c avaided. The cancrete shall be spaded
and consolidated around and against emhedded items.
b10�3.11 PLACING CONCRETE. All canerete shall be placed during dayiig�t, unless otherwise ap-
proved. The conerete shaI1 not i�e placed .untii the depth and character af faundation, the adequaey of :forms
and falsework, and the placing of the steel reir�forcing have heen appraved. Concrete sha11 be placed as soon
as practica.l after mixing and in no case later than 1 hour after watex has been added to the mi�. The method
and manner of placing shall b� such to avoid segregation and displa�ement of the reinforc�ment. Traughs,
pipes, and chutes shall be used as an ai� in placing conerete when necessary. Drapping the concrete a dis-
tance aP mqre than 5 feet (1.5 ira}, or depqsiting a large c}uantity at one point, will not be permitted. Con-
crete shall be glaced upan clean, darnp surfacas, fzee from running water, or upon properly consolidated
soil.
220
2l17/�9 �oC 1�0/5370�4U�
The concrete shall be compacted with suitable mechanical vibrators operating within the concrete. W�Zen
� necessary, vibrating shall be supplemerzted by hand spading with suitable tools to assure proper and ade-
quate compac#ion. Vibrators shall be .manipulated so as to work the concrete thoroughly around the rein-
` foraement and embedded fi�cttues a.nd into corners and angles of the forms. The vibration at any joint shall
`� be of sufficient duration to accomplish compaction but sha.I� not be proIonged ia the point where segrega-
tion occurs. Concrete daposited under water shall be carefully placed in a compact mass-in its final position
by means of a tremie, a closed bottom dumg buc�Cet, or other approved method and shall not be disturbed
after being deposited.
G10-3.L2 CONSTRUGTION JOINTS. When the placing of concrete is suspended, necessary provisions
shall. be made For joining future work before the placed concrete takes its initial set. For the proper bonding
af old and new coRcrete, such provisions shaI1 be made f�r grooves, steps, lceys, dovetails, reinforcing bars
or other devices as may he prescribed. The woric shall be arranged so that a section, begun an any day shall
be finished during daylight of the same ciay. Befare depositing new concrete on or against conerete which
has hardened, 4he snrface of the hardaned concrete shall be cleaned by a heavy steel 6room, roughened
sIightly, wetteci, and covered with a neat coating of cement paste or grout.
610--3.13 EXPANSION .�OINTS. Expansion joints shall be constructed at such poir�ts and of such dimen-
sion.s as may be indicated pn the drawings. The premolded filler shall be cut to the sariYe shape as that of th�
surfaces being joined. The filler shall be fixed firmly against the surface of the cancrete already in place in
such manner that it will not be @isplaced. when concrete is deposit�d against i#.
610-3.14 DEFECTIVE WOR�. Any defective work disclosed after the forms have been removed shall be
immediately removed and replaceci. If any dimensions are defieient, or if the surface of the concrete is
bulged, uneven, or shows honeycomb, which in the opinion of the Engineer cannot be repaired satisfaatori-
ly, the entire section sha�i be removed and replaced at che expense of the Contractor.
61{l-3.1� SURFACE �'INISH. All exposed concrete surfaces shalI be true, smooth, free from open or
rough spaces, d�pressions, or projections. The concrete in horizantal plane surfaces shail be brought flush
,� with tha Finished top surface at the proger elevation and shall be struck-off with a straightedge and floated.
Mortar %nishing shali nai be permifted, nar sha�t dry cement or sand-cement mortar be spread over the
concrete during the finishing of hozizontal plane surfaces.
When directed, the surface finish of expased concrete shau be a rubbed finish. If forms can be removed
while the cancrete is still green, the surface shall be pointed and wetted and then rubbed with a wooden
#loat until all irregularities are removed. If the concrete has hardened before being rubbed, a carbozundum
stone shall be used to finish the surface. VVhen approved, the finishing can be done with a rubbing machine.
610-3.16 CURING AND PROTECTION. All concrete shall be prop�rly cured and pratected by the Con-
tractor. The work shall be protected from the elements, flowing water, and from defacernent of any nature
during the building operations. T�e concrete shall be cured as soon as 'st has sufficiently hardened by cover-
ing with an approved material. Water-absorptive coverings shali be thoroughly saturated when placed and
kept saturated for a peniod of at least 3 days. All curing mats or blankets shall be sufficiesttly weighted or
tied down to keep the concret� surface covered and to prevent the surface from being exposed to currents
of air. Where wooden fo�ns are vsed, they shall be kept wat at aIl times umtil removed ta pre�ent the
opening of joints and drying out of the concrete. Traffic shall not be a.11owed on concrete suriaces for 7
days af'ter the concrete has been placed.
610-3.17 DRAINS OR DUCTS. Drainage pipes, conduits, and ducts that are to be encased in concrEte
shall be inrstalled by the Contractor before the eoncrete is placed. T'he pipe shall be held rigi.dly so that it
will nat be displaeed or moved during the placing of the concrete.
610�3.1.8 COLD WEATHER PR�TEGTYON. Whea conczete is placed at temperatures belaw 40° F(�°
C), the Cantractor shall provide satisfactory methods and means to protect the mix from injury by freezing.
The aggregates, or water, or both, shall be heated in arder to place the concret� at temperatures between
50' and l0A° F(1Q° anc3 38° C}.
Calcium chloride may be incorporated in the nni�ting water when directed hy the Engineer, Not mqre than 2
pounds (908 grams) of Type 1 nor moze than 1.6 pounds (725 grams) of Type 2 shalj be added per bag af
cement. After the concrete has been placed, the Contract�r shall provide sufficient pr�tection such as cover,
�a1
dC 7�0/53�0�1D�# . �/1�1�9
canvas, framework, heating apparatus, etc., to enclose and protect the stzucture and maintain the tem,pera�
ture of the mix at not less than 50° F(1Q° C) until at least 6Q% oi the designed stxength has been attained.
610-3.19 FILLING dOZNiS. All jaints wtuch require filling shall be thoroughly aleaned, and any excess
mortaz or cqnerete shall be cut a�t with proper tools. Joint �Iling shall not be started until afier Fi�a� curing
and shalt be done anly when the concrete is completeiy dry. The cleaning and filling shalT be carefully done
with proper equipment ar�d in a manner to obtain a neat looking joint free from excess filler.
���b�� �� �����������
510-4.� Portland cement cancrete shalI be measur�d by the number af eubic yartis (cubic meters) .of con-
crete complete in place and accepted. In aomputing th� yardage of conerete for paymant, the dimensions
used shall be those shown on the plans ar ordezed by the Engiraeer. No measurements or ot�er allowances
sha�. be made far forms, falsework, cofferda�as, pumping, bracing, ex}sansion joints, or finishing of the con�
crete. Na deduct�ons in yardage shall be made for the volumes of reinforcing steel -or emhedded items.
6i0-4.2 Reinforcing steel shall be measured by the calculat�d theoretical n�mber of pounds {kg) placed, as
shown on the plans, complete in place and accepted. The unit weight us�d for defa��d bars shall be the
weight of piain square or round bars of equal nom,inal size, If so uzdicated an the plans, the poundage to be
paid for shall include the weight of inetal pipes and drains, zn�tai conduits and ducts, or similar matez`ials
indicated and inciuded.
�AS15 OF �'�lf[��Ni
610-5.1 Payrnent shall be made at the contract unit price per aubic yard (cubic meter} for structural port-
land cament concrete and per pound (kg) for reinforcing steel. These prices shall be full compensation for
fuznishing all materials and far all preparation, delivezing and insta3latiqn af these materials, and for all
labor, equipm�nt, taols, and incidentals necessary to complete the item.
Payment will be iraade under:
Itsm P-61 D-5.1
Item P-610�5.1
ASTM C 31
ASTM C 39
ASTI�i C I3b
ASTM C 138
ASTM C 143
ASTM C 231
ASTM A 184
ASTM A 1 SS
Structural Fortland Cement Concxet�—per cubie yard (cubic
meter)
Steel Reinforeement--per pound (lcg)
T��ilNC R�Q�I��N4�Ri�`� �
Making and Curing Test Specimens is� the Field
Compressive Strength of Cylindrical Concrete 5pecimens
Sieve or Screen Analysis of Fine and Coarse Aggregate
Unit Weight, Yield, and Air Cantent af Concrete
Slump of Fortland Cement Can�arete
Air Content of Freshly Mixed Canerete by the Pressure
Method
N�AT�RCAL R�C��I����A�i�
Speciiication far F`abricated Deformed Steel Bar Mats for
Cancrete Reinforcement -
Welded Steei Wi,xe Fabric for Cancrete Reinforcement
222
2/��/�9
�_ _
:i
ASTM A 497
ASTM A G 15
ASTM C 3 3
ASTM C 94
ASTM C 150
ASTM C 171
ASTM C 260
ASTM C 349
ASTM C 595
ASTM C 5 k 8
ASTM D l751
ASTM D 1752
�,C 450/a3���1���
Specification for Welded Deformed Steel Wire Fabric for
Cancrete Pa�ement
Deformed and Plain Billet--Steel Bars for Concrete Reinforce-
ment
Concrete Aggregates
Ready-Mued Concreie
Portland Cement
5heet Materials for Curing ConczeY�
Air-Entraining Admixtures far Conerete
Liqaid Membrane-Forming Cornpounds for Curing Concrete
Blend Hydraulic Ceznents
Fly Ash and Raw, or Calcined Natural Pozzolan, for Use as a
Mineral Admixture in Portland Cement Concrete
Specificatioz� for Preformed Expansion Joint Fillers far Con-
crete Paving and Structrual Construction
Speeification for Prefvrmed Sgonge Rubber and Corlc Eapan-
sion Joint Fillers for Concrete Paving and Structurual Con-
struction
J
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�TE24'� P-fi2�l R�.Ihl1'VA� A.C��'l �'AJ��INAY F'.+��1�'I.'�1�G
'I"his sps�:ia� �p�cifica�ic�rr n7�cli�i�s, �mplitic�, or a�r��nds t��e tecl�nic��i :i�}4£1�1[;a�10S3S �t3� �}l�li5 �Il�
�;�I:e� �rt�ccr.s�ent �vcr ����c�1� is� �.lte cvc;«� t�f any �iasc���3���cy�,
C�2i�-�.�: �ain� s�i:�!� L�� w:it�eha�ic ct�ni'crrr�a���, Ec} �l�c �ecEu�r�ti�c�7�s o!`TT�P-�1��� .�'ain[ s�a11
�o-e fin��shec# in whit� �cc�lc�r r}o_ 37�1�"�}, �+e��aw �color n�, :�353�5 c�� 33f����} a���� bkack
( c�l�k� i���. 37t}38) iiti �ccor�a�ce with F�rl����] Slaricl�r�1 h�o, ����. �11 pa��t �l�ail be
T��e 11.
�cl�;�e a�l a�l�er ty�e� of ��a�nt,
f,�U-�,3: 111i u�a�•king, ex�ep� biack, s�iall b�; rr:t����ive_ Refl�ctivc nic�dia �h�1i E�e high irxdex
ai're#Fac��snn �la�� ���her�s ��€�Co��t-�ing �01k�� rt�q4sirem.e��ss ��t-Fc�t. Sp��, TT-13-]3��,
�'Y�� lll, �radrttto�� �_
C,��lm?�.3: Inse�rt tlia !'aliawiz�� pflra�rap�r at�er tE3e fi�s� p�ragraplti o�'t1ti� s���io��;
J�Z thc ev���t ��aint fl;�k�s off vr ccr��»� foc�se du��ii�� t��e �'+��titractnr's w�rrant�
�,criac�, ��1� ��illllt�.(3 �r�^3 4I7�1� �}� C'���CEC;l11�CI +i�l[� f�:��11riCC{� �t �1]� �'D3�tr�Ltt]�'°S
SOI� e;G�a{��Srt:.
{��U-3.5; a_ A!1 s�rr•face* �n �vh�ch ��a��ri is to l�e appl�ed sl1��k cure for a p�ric,c� c�F�lc�t les�
k��art 7� hours pri�r �a �pplic���aon c�i' �aint.
l�_ �'ari�t sl���l be a��,licd ��� tltic r�tc o�' 10C�� I 1���uare �cet �er ����kc�n,
c. B�ads shal] be� ���plied �� a raa.c o#`no� ��ss tl��n �� �our�cis per g�lloal c,�'�,aitti.
G�(�-4.1: The qua�Stitv o1'r��n��y ��7d tax�u��y marlcin�� l{� be p�i€� f.or �h{ai1 be t��c ir�in�l�e�` c�i'
�quare �`�ei tal-1�aii��ii�g ��er€'i�rn�cd iii acc.or�ance v�iEh k�le s�3ecifi�at�or�� a�,� �cce}�#ed
1�v �t�e �n�ir�eer,
{��[F-5.1: �ayt�le��t wil� 1��: tr�ade under;
��em �'�b? (�-5,1- ] l�u��way a��c� T�xivMr�� f'ax��lirt�, __ per
SC�Ll�l1"i: �04�
Dciet� a31 o�l��r i��etl��ds of p�ym�:rit.
P-�i2{l I�'I{1D-1
2/2219� AC 1�0153i0-14Ar CtiG 1Z
li�� �-�20 �UR���Y �4iV� ��4X11dV�4Y �'AIi�TIN�
_ D�SCRI�i18N
620-].l Th.is item sk�ail cansist of the painting of numbers, markings, and stripes on the surface of runways, taxiways,
and aprons, in accordance with these specifications and at the ioca[ians shown on the plans, or as directed by the
Engineer.
fV�11A`���1�1��
62U-21 MATERIALS ACCEPTANCE. Ths Contractor shaIl furnish tnan�facturer's certi�ed test reports fvr
materials shipped to the project. The certi�ed test reparts shall include a statemen# that ti�e materials meet the
specification requirements. The reports can be used for rnaterial acceptance or the Engineer may perforin verification
testing. The reports shail not be interpreted as a basis for payment. 3'he Contractor shall notify the E�gineer upon
arrival of a shiprnent af materials to the site.
620-2.2 PAINT. Paint shall b� jWaterbprne, �pnxy, Methacrylate, or Solvent-base] in accordance with the
requirements of paragraph 620-2.2[ j. paint shaIl be furnished in [ J in accorc�ar�ce with Federal Standard
No 595.
**,�***�*�*�*�*�**�***,�*,�*,�,�*,�,�****,�****�***�**�*,�,��**,�*,�**,�*,�
The Engineer shail specify paint type(s) and appropriate paragraph num#�er(s}. The E�gineer shali
insert the colors to be used on a�troject from the following Iist:
W hite - 37425 Rad � 31136
�eYlow - 33538 or 33655 - Black - 37038
I'ink - 1 part Red - 31136 to 2 parts White - 3792�
Waterbarne or solvent base black paint should be usad tn outline a border at least 6 inches (15U mm)
wide �rnund markings on all light coiored pavements.
For TT-P-1952D and A-A-2S86A paints, the �ngineer shall specify thc type required.
+ Type I is intended for those locations where slawer traeking is nnt aa inconvenience.
iType II is intended for striping locations wi►ere faster curing is desirable.
Type III {A-A-2886A only) - Premixed Refl�ctorized, Standard Dry for temporary markings.
' *�+,� *;��r�r,�e�**x,��e **ar,k*,t� ** �**t**t**,�* *�r*t�**�x* �r� �r,� **,tw*#,k,t**�* r*
<�
4 g. WATERBQANE. Pairit shall rneet the requireinen'ts of�Federal Specification TT-P-1952I],[Type 1 or
Type iI].
h. �PDXY. Paint shall be a two eampanent, minirnum 99 percent solids type system aonfprming to the
following: '
(1} Pigments. Component A. Percent by weight.
(a) W�ite:
Titanium Dioxide, ASTM D 476, type �I shall be 18 percent minimum
(1b.5 percent minimum at l OQ percent purity).
(b) Yellvw and Cvla�rs:
' Titaniunn Dioxide, ASTM D 476, type II shal] be 1�4 to 17 percent.
.� Organic yellow, other coiars, and tinting as required to meet color standard.
Bpoxy resm shall be 75 to 79 percent.
(�) Epoxy Content. Component A. The weight per epoxy equivalent, when tasted in accordance
with ASTM D 1 b52 shall be the manufacturer's target plus or �ninus 50.
��5
AC 15�1a3�0-1DA Ci�iG 12 2r22�99
(3) Annine Number. Camponent $. When tested in accordance with A5TM D 2074 shall be the
manufacturer's target plus or rninus S0.
.(4) Prohitiited Materia�s. 'Fhe manufacturer shalf certify that the produci does not contain
mercury�, lead, �exavalent chromium, halogenated sol�ents, nar any carcinogen, as defined in 29 CFR 191Q.120�.
(5) Daylight Directional Reilectance:
(a} W hite: The daylight directional reflectance af the white paint shal! not be less than
75 percent (relative to magnesium oxide), when tested in accordance with Federal Test Method Standard Na. I41,
h�ethod 6I21..
(b) Yellow: The daylight directional reflectance of the yeliow paint shall not be less than
38 percent (reiative to magnesium oxide), when #ested in accordance with Federa] Test Method Standard No. 141.
The x and y �aluas shall be consistent with the Pederal Hegman yellow color standarci chart fnr traffc yellaw standard
33538, or sE�all be consistent with the #olerxnce listed belaw:
x .�#62 x _470 x .479 x .501
y ,438 y .455 y .42$ y .452
{6) Accelerated Weatherin�.
(a) Sample Preparatiqn. Apply the paint at a wet film thickness of 4.013 inch (0.33 rnm}
to four 3 by 6 inch (8 by ] 5 cm) aluminum panels prepared as described in Federal Test Methad Standard No. 141,
Method 2013. Air dry the sample 48 hours under standard eonditians.
(h} Testing Canditions. Test in accordance wit1� ASTM G 53 using both Ultra Violet
(UV-B) Light and condensate exgasure, 72 hours total, altemating 4 hour UV exposure at 60 degree C, and 4 haurs
condensate exposure at 40 degrees C.
(cj Evaluation. Remove the sainples and conditian for 24 hours under standard
canditions. Determine the directionaf reflectance and color match using the procedures in paragraph 620-2.2b(5)
abo�e. E�aluate for conforzz�ance with the coIor requirements.
{q) Volatiie Organic Content. Determine the �volatile organic content in accordance with
40 CFR Part 60 Appendix A, Method 24.
(8} Dry Opacity. Use Procedure �, M�thod B of Method 4121 of Federal TesE Method
Standard Na. i41. The wet film thickness shall be �.015 inch (0..12 mm}. The minimum opacity far white and colnrs
shall be Q.92.
{9} Abrasion Resistance. Sub}ect the panels prepared in paragraph 620-2.2b(6) to the abras�an
test in accordance with ASTNf D 968, Method A, exe�pt that the inside diameter af the metal guide tube shalj ba from
0.747 to a.7S0 �inch (18.97 to 19A5 mm). Fi�e liters o€ unused sanci sha�I be usad for each test panel. The test shali
be run on two test paneis. [Nvte: fi�e liters of sand weighs 17.5 1b. (7.94 kg).] Bath baked and weathered paint films
shal] require not less than 150 ]iters af sand for the remaval ofthe paint films.
(1D) Hardness, 5hore. Hardness shall be at feast 80 when tested in accordanee with ASTM D 224p,
c. M�THACRYLATE. Paint shall be a two co�n�onent, minimum 94 percent so[ids-type system cnnforrning to the
following:
(1) Pigrnents. Component A. Percent by weight.
(a} W hi�e:
Titanium Dioxid�, ASTM D 476, type II shall be 6 percent minimum.
Methacrylate resin shall be 18 pereent minimum.
22B
Z122,1�9 AC 1a015370-'tQ�4 CI�iG 'i2
(b) YelZow and Colors:
' Titanium Dioxide,.ASTM D 476, type II shall be 6 percent nzinirnum.
Organic yellow, other colors, and tintia�g as required to meet color standard.
Methacrylate resin shall be 1$ percent minimum.
(2) Prohibi#ed Matersals. The manufacturer shaIl cartify that the praduct does nc�t� car�tain
mercury, lead, hex�,valent chromium, haloganated solvents, nar any carcinogen, as defitted in 29 C�'R 19i0.1200.
(3) Daylig6t Airectional Reflecfance:
{a) White: TE�e daylight directianal reflectance of the white paint shall not be less than
80 percent (relative to magnesium oxide), when tested in accordance with Federal Test Method Standard No. 141,
Method 6121 _
(b) Yellow: The daylight directional reflectance of the yellow paint shalI not be less than
55 percent (reiati�e to magnesium oxide), when tested in accordance with Federaf Test Method Standard No. 141.
The x and y va�ues shall be cansistent with the Federal Hegman yellow color standard chart for tra#'fic yeliov�+ standard
33538, or shall be cansister�t with the tolerance iisted below:
x .462 x .470 x .479 x .501
y .�38 y .455 y .428 y .452
(4) Acceleratad Weathering:
(a) Sampie Preparation. Apply the paint at a wet fi�m thickness of fl.�13 inch (0.33 mm)
to four 3 6y 6 inch (8 by 15 cm) aluminum panets preparad as ciescribed in Method 2013 of Federal Test Method
Standard No. 14l. Air dry t.�e sample 48 haurs under standard canditions.
(b) Testing Conditions. Test in accvrdance with ASTM G 53 using both iJltra Violet
{UV-B) Light and candensate exposure, 72 hours total, alternating 4 hour UV exposure at 60 degree C, and a haurs
condensate exposure at 40 degrees C.
(c) Evaluatian. IZemove the samples and condition for 24 haurs under standard
conditi�ns. Determine the directional re�Tectance and color rnatch using the procedrares in para�raph 620-2.2c(3)
� 4 above. Evaivate for confarmance with the calnr requffements.
(5) Vnlatile Organic Con#ent Detarmine the vojatile vrg�nic content in accordanee witl�
40 CFR Part 60 Appendix A, Methoci 24.
(6) Dry Opacity. Use Procedure B, Method B of Method 4121 of Federal Test Method
Standard No. 141. 'Fhe wet film thicicness shall be Q.O15 inch (0.12 rnrn). The minimum opacity for white and colors
shall be 0.92.
(`l} Abrasian Resistance, 5ubject tkxe panels prepared in paragraph 620-2.2c(4} to the abrasian
test in accordance rvith ASTM T7 968, Method A, except that the inside dismeter of the metal guide t�be sh�ll be from
0.747 to 0.750 inch (18.97 to i.9.D5 mm). Five liters pf unused sand siaall be used for each test panel. The test shall
be run on two test ganels, [Note: five liters of sand weighs 17.5 lb. (794 kg).] Both t�aked and vK+eatttered pairit films
shali require not iess than 1�0 liters ai send for the remaval of the paint films.
(8) Hardness, Shore. Hardness shall fi�e at leasi SO when tested in accorda�ce with ASTM D Z240.
d. SOL'V�NT-BAS�. Paint shall meet the requirements of Federal Specifcation [A-A-2886A Type I or
Type II].
6Z0-�.3 REFLEC'�IVE MEDIA. G3ass beads shall meet the requuements of Fed. Spec. TT-�-1325, [ ]. Glass
beads shall ha treatsd with adhesion pramoting andlor flota'tian coatings as speci�ed by the manufacturer of the paint.
227
�C 1501�3i0-'f0A CFiG 1a 2122J99
��r,�*�**��,a,�,��***�*,�***�r*��*���.*�***�+��*��,�********�*�*�**�*�
G}ass beads impro�e the friction characteristics nf all markings. The Engineer shall speeify:
�'ype �--gradation A, ar Type III. The �ngi.neer should consult with the �aint manufacturer on the vse
nf adhesion, flow gromoting, and/or flotation additives.
**�*,�k,�***,�**�,�a�*��w�***�**,�*,�*+*�*�**�,��**,�*��*��,�*�*,�*,�****
�6za-�.4 SILICA SAND. 5ilica sand shall i�e faundry grade silica sand compased of at least 99.5 �ercent silicot�
d'roxic3e when tested in accordance with ASTM C 14b. The gradation of the silica saad shail meet the pain#
manufacturer`s recommendations and shaIl appraximate a 50/6U graded sand when tested in accordance with
ASTM C-136.J
���**�***a�*,�,�*�*��*,�*�******�*�*�*,���****,�**,�**�*******��*�x**
Silica sand imprnves_ the friction characteris#ics of al! nnarkings and may reduce the rate of
accumulation of rubber deposits. It is generaily no# practical to use both drop-on beads and sand in
the paint. NOTES: 1. Where glass beads are rey�ired, sand is not necessary. 2. Where glass beads
are not required for waterbor�e and sal�ent-bas�d paints, sand is optionaL 3. All epoxy and
rexethacrylate paints rec}uire the addition oi glass beads or sand ta improve frictian characteristics.
Thc �ngiz�eer shali spcci�y sand where glass beads are not required in ail epQxy and methacryla#e
paints.
*******��**.�,�***,�*,�*****a�***,�******�*�*****,���**,�*,�**,��**�**,�
C�id�TRIJC�IQIV 1�11Y�ibOQS
620-3.1 WEATi�ER LIMITATIONS. The painting shal] be performed only when the surface is dry and
when the surface temperature is at least 4S degrees F(7 degrees C) and rising and the pavement surface temperature is
at least 5 degrees F(2.7 debrees C) above the dew point. [Painting operatians shall be discontinued when the
surface tempe�rature exceeds [ ] degrees F([ ] degrees C.]
*,��,r*,r*,��***��**�*�r*�***,�,�*,r,�*��,�*,�**�r*�**�***w��**,r,r,�*+,�w�**
The Engineer may specify minimum and maximum ' surfaee #emperaEures based on paint
manufacturer's recQmmendations. �
*�,**�*��**�**�*+t*,�***�*,��**,�v��***�v�*�****�****,�*****�,r�**�***
��,U-3.2 �QUYPMEN'T. Equipment shall inelude the apparatvs necessary to properly clean the existing surface, a
mechanical maricing mac�ine, a bead and/or silica sand disQensing maehine, and such auxiliary hand-painting
equipment as may be necessary to satisfactorily complete the job.
The mechanical marker shall be an a#omizing spray-type marking machiae suitable for application of traffic paint. It
shall produce an e�en and uniform film t�ickness at the required coverage and shall apply markings of uniforrn cross
sections and clear-cut edges without running or spattering and without o�er spray.
62.0-3.3 PREPARATION OF SU�'AGE. immediately before application of the paint, tt�e surface shall be dry and
free from dirt, grease, ail, laitance, or other foreign raa�teria] that would reduce the bond between the paint and the
pavement. The area to be painted shal] be cleaned by sweeping and blowing or by other methods as required to
remo�e all dirt, laitance, ancf loose materials. (Paint shall noi be applied to Pnrtland cement concrete pavetnent
until the areas to be painted are clean of curing material. Sandblasting ar hig�-pressure water shall be used to
remave curing materials.]
* �* *,t *�rv� * ** *,r� *:k*,��*tr*,�k,�*,�*�* **,�*,�* * �ra *** �* �* *�.* *+* ** **+*�,r*
The Engineer shauld specify any additianal surface preparation required and shoald specify the type
of surface preparation to be used whea existing markings interfere with or would cause adhesion
problems with new maricings.
*,� *,r* *� � *,�,��*# **,r,� *,� *** ** *,t ** ��** **,� *�,��* *,�,�,�* *� �,r�,�,� *+�** ***�
�28
21��199 AC 150l�3i0-10A CHG 1�
6Z6-3.4 LAYOUT OF MARICINGS. The proposed markings shall be laid out in advance of the paint application.
The incation.s of markings to recei�e gless beads shall be shown an the plans. [The lacations ot markings to receive
silica sand shall be shvwn on the plans.] '
***��**,�***,�*�**�*,�*.�****�x*,�*�*�*,�***,�****�**,�,�,�*,�*�r,�***,�,�*,�*
Glass beads improve canspicuity and the friction characteristics of markings. When markings are
part oi an AIP ar PFC funded pro,jeet, at a minimum, the Engir�eer shali indicate the following
locatinns to receive glass beads:
1. At! runway and taxiway l�olding position markings.
ti. Runway tt�reshhaid marlcing. .
3. Runway threshhold bar.
4. Runway aiming point rr�arking.
5. Runway designation marking.
6. Runway to�tchdown zooe markings.
7, Runway centerline marking.
$. Taxiway centerline marking. '
9. GengraphicaI pnsifion marking.
10. Surface �ainted signs. ,
In addition to the minimum list above, the following locations are recommended to receive glass
beads:
11. Runway sicie stripes,
� � 1�. Taziway edge markings,
13. Non-movement Area baundary markings,
14. Displaced threshold markings, and
15. Demarcation bar.
*,k *�*�t ,t ****,t,r�*,k**,r,t�c*** �t+** ** ** ��r*��*�*��,t***te+� **�r* *w�� ar,�,�t
62U-3.5 APPLICATION. Paint shall be applied at thE locations and to the dimensions and spacing shown on the
pians. Paint shall not be applied until the layo�t and condition of the surface has been approved by the Engineer.
The edges of the markings shall not vary from a straight line more than 112 inch (12 mm) in 50 feet (15 m) and
maricing dimensions and spacings sh.all be within the following tojerances:
Dimensian and Spacing Tolerance
3b inches (910 mm) or less +I- 112 inch (12 mm)
1 � greater than 36 inches to 6 feet (910 mm to 1.$5 m} fl- l inch (25 mm}
;reater than 6 feet to 60 feet (1.85 m to 18.3 m) -�1- 2 inches (51 mm)
�� greater t3�an 60 feet (18.3 m) +/- 3 inches (76 mm}
The paint shall be mixed in accordance with the manufacturer's instructions and applied to the pa�ement with a
maricing machine at the rate(s) shown in Table 1. The addition of thinner will not� be permittsd. A period of { �
shall elapse 6etween placement of a bituminous surface course or seal coat and application of the paint.
TABLE 1. APPLICATION RATES FOR PAINT, GLASS BEADS, AND SYLICA SAND
Paint Type
*
Paini
Square feet per
gallan, ft2lga]
(Square meters per
liier, m2/i}
*
Glass Seacis, Type I,
Gradatian A
Poands per gallon
nf paint--lb.lgal.
(TCilograms per iiter
of paint--kg/I)
*
Glass Beatis,
Type III
Ponnds per gallan
of paint--Ib./gal.
(Kil�grarns per liter
of paint--kgll
*
Silica Sand
Pounds per gallnn
of paint--lb./gal.
{ICilograms per iiter
of paint--kgll
*
a�8-1
,�C 15Df53'�0-4�A C�IG 12 a122198
******,��**********�*,�**,�**�*�*��*,�**,�**,�**,��*****�*,�*,�*,�****,�
The En�ineer shall sgecify the application rates for paiat, glass beads, and silica sand from the
fallowing table.
APPLICATION RATES FOR PAINT, GLAS6 BEADS, AND SILICA SAND FOR TABI�� 1
Paint Type
Water6orne
Sol�ent Basa
Epoxy
Paint ^ `
Square feet per gallon,
ft2/gal
(Squsre meters per
liter, m�/�)
I15 ft�/gal. maximum
(2.8 mx/l)
115 fta/gaI. maxi�num
(2.8 m'/l)
90 ft�/gal. maximum
{�.� nn�lI)
Glass Beads, Type I,
Gradation A
Pounds per gailon of
paint--lb.lgal.
(Kilograms per liter
of paint--kgll)
i lb./ga1. minimum
(4:85 kg/l)
i ib./gaE. minimum
(0.85 kg/l)
15 15.lgal. minimum
(1.8 kg/l)
Glass Beads,
Tyge III
Pounds per gallpn of
paint--lb./gal.
(Kilograms per liter
oi paint—kg/l
I2 Ib./gai. minimum
(1.45 kgll)
12 lb.lga�. minimutn
{1.45 kg/I}
24 Ib./ga1. minimum
(2.9 lcgll)
5ilica Sand
Pounds per gallon
of paint--IbJgal.
(Kilagrams per liter
of paint--kg/l
4 lb./gal. minimum
(0.5 kg/l)
4 6b./ga1. minin�um
(Q.5 kgl!)
$ Ib.lgal. minirnum
(1.D kg/l)
Methacrylate 45 ftZ/gal. maximum 15 Ib./ga�. minimum 24 lb./gal. minimum S lb./gai. minimum
(1.1 mall) (1.8 kgl!} (2.9 kg/l) (1.0 kg/!)
The Enginaer shalI specify the time peripd in arder ta allow �dequate curing af the pavement surface.
The Engineer should cantact the paint manufact�rer to determine the wait period.
Due to the increased surf�ce area to cover, the %llowing should be suhstituted when painting Y-40�
1'orous Fricttan Co�rse with watcrborne or solvent based paints: "The paint shall he mixed 3n
aecnrdance with ih� man�facturer's instructions and ap�lied to the pavement with a marlting
machine from two directions at 75 gercent of the rate(s} ( c.g. rate10.75 ior paint, 0.75xrate for beads
and 5and)) shawn in Table 1 from esch direction."
Markings may be required before paving aperations are compie#e. T�e Engrnesr may wish to
specify waterbarne or solvent-based materials for temporary mprkings at 34-50 percent of the
specifed appIication rates ( e.g. rate/0.5b ). No glass beads ar s�nd are reyuired for temporary
markings. A-A-2886A, Type III may be used for temporary markings when reflectarized temporary
maricings are desired �
�r*** � *�t* *,r* �* *,� *�*** **,�* � *,r** *�,tar* *,�v� * r* **�*,�***� ***� ** �k ** ** *
Glass beads shall be distributed upon the marked areas at t�e locations shown on the plans to recei�e glass 6eads
immediateiy after application of the paint. A dispenser shall be furnished which is properfy designed for attachnnent
to the marking mach.in.e and suitable for dispensing glass beads. Glass beads s1na11 be applied at t1�e rate(s} shown in
Table l. Glass beads shal] not be applied to black paint. [Silica sand shall be distributed upon the marked areas
at the lncatinns shown an the pians ta reeeive silica sand immediately after application of the paint. A
dispenser shail be furnished whici� is properiy dcsi�ned %r attachment to t�e marking machine and suitable
for dispensing silica sand. 9iiica sand shall he applied at the rate(s) shown in Table 1. Glass beads [and silica
sand] s1�aI1 adhere ta the cured paint or all marking operations sha11 cease until corrections ars made.
A!1 ernptied con#ainers shall be return.ed to the paint storage area for checking by the Engineer. The containers shaEl
not be removed from the airpart or destroyed unti] autt�nrized by the Engineer.
G26-3.6 PROT�CTION. Afker application of the paint, aii markings shall be prot�cted from damaga until the paint
is dry. All surfaces shall be protected fro�n excess moisture andlor rain and from disfiguratian by spatter, splashes,
spiilage, or dripgings of paint.
228-�
�122/99
I�C 15�Ia3iU-10A CFIC 1�
— - . ^., . �
i�Eib�D �� 14����1��t�M��!`�
fZ0-4.1 The quantity of runway and taxiway markings to be paid for shall be [the num6er of square feet (square
meters) of painting �, the number of pounds (kilagranns af silica sand,] and tt�e number of paunds (kilograms)
of reflec#ive medi�] jone camplete item in plsce] perforzned in accor�ance with the specifications and accepted by
the Engineer.
��e�IS �F PAYII��R�i
;
�
�
�
6�0-5.1 �ayinent shall he made at ihe respsctive contract [ptice per square foot (square meter)� [1�smp s�m price�
%r runway and taxiway painting [, [price per pound {kilagram)] [lump sum price� for silica sand,] and [price per
pound (kilogram)] [lump sum pricej for reflecti�e media. This price shall be full compensation for furnishing ai!
materials and for al] labor, equipment, tools, and incidentais necessary ta complete the item.
Payment will be made under;
Item P-620-5.1-I Runway and Taxiway Painting
jper square Foot (square meter)] [sump suan]
�,*,�.��*,�*�***�*�*,�.�,�*,�*,�***�****�*�*,��,�*****�*�*�*****��*�*,�*�
The �ngineer should include a gay item for each paint material speci�ed.
*�.**•�x,�*���**,a�*�***��,�a��******,�*,�*��*�**�***,�*�*�*,�****���,�*�t
Item P-62�-5.1-2 Reflecti�e Media Eper pound (kilvgram)J {lump sumJ
Item P-b2Q-5.1-3Siiica Sand [per pound (kiingram)] [lump sumj
TES [ {P!� �EQU�Fl�[�1l�1�i5
ASTM C-146
ASTM C 37l
ASTM D 92
ASTM D 711
AS`I'�vI D 96$
A5Thi D 1b52
ASTM D 2a�4
ASTM D 2240
ASTM G 53
Chemical Analysis of Glass Sand
Wire-C�oth Sie�e Analysis Qf Nonplastic Ceramic Powders
Test Metfiod for Flash and Fire Paints by Cievela�d Open Cup
No-Pick-Up Time of firaffic Paint
Standard Test Methods for Abrasion Resistance of Organic Coatir��,s
by Falling Abrasive -
Test Method for Epoxy Content of Epoxy Resins
Test Methad for Total Primary, Seconciary, 3�d Tertiary Amine
Values of Fatty Amines by Alternative Indicator Method
Test Method for Rub6er Products-Durometer Hardness
OQerating Light and Water-Exposure Apparatus (Florescant UV-Condensation
Type) for Exposure of IYonmetallic Materials.
228-3
AC'l�Q1�37p-10A C�;G 1�
Federai Test Method Paint, Vamish, Lacquer and Related Materials; Methods of Inspection,
Standard No. 141 Sampling and Testing
ASTM D 476
Code of Federal Regulations
Fed. Spec, TT-$-I325
Fed. 5pec. TT-P-1952D
f4�Ae��F�I,�L R�QUI���fl�id��
5pecifications for Titanium Dioxide Pigmen#s
40 CFR Part 6Q, A�pendix A
29 GFR Part i910.1200
Commercial Item
Description (CID) A-A-2886A
Federal Standard 595
Beads (Gfass Spheres) Retrore�lectiv�
Paint, Traffic and Airfield Marking, Waterborne
Paint, Traffic, So]�ent B�sed
Cvlors used in Government Procurement
�1��199
—�
228-4
�I+i[)�i�'iCAT��N� T�
�TEII� T'•162 CH�II���II�k a #�i�;�
TIYis �peci�l s�rec:if��:�ti��� Nr�odifies, a�ypliii�s, �r �me�d� �he t�c�3ti�iica] s�e�ifica�ions ���
p������ �nd �ak�s p�-ec�der�t c�ver �l�c�n i�� tl�e ev�.��� of an;v discre�ancy.
�6�-�.1 I`.41�Y��;. Tit� Cahri� ������] h� ���ovci� ���i�h � ��-�uag�: jx,ly�i�y�� Cllil7]'I�� {PV�� {�<,��seci
stee� anc� s�i�ll �onfo3�17� ��a �E�e �e+�uire���n�s oi' A�'!`!v� f� �6�5, �'Iass �b. �ol�r s11�11 l�e I�lacl�_
��1��� a�i c��tker t����e�,
l��-�.� L�ARBr.�} 1�4���F, 13ttrUcd ���ii� s�r�l bc ��sCi-�nd ].�-11� �;ua�e zityc coated �;�ire wilh
�-�01I5C }]�ll'�?4 t1.CIC� ���1�aI GCl]lfs]Tlll �O C�12� 1�C�l,li]'�111��1�.6 l)i 1���'IVr A 1��, �.la�s 3, �IZain l,�aik Fence
Gi•ad�.
�fi?-2.� PCIST�, I�AI�,S A��] �il�iC:��. L�t�r ��osts, rail� and hr�c�s s�i�il he gt�lvanize�
ste�l c:onfo����Yi��� lr� sh� rec�uirer�e�tis� �,f A�'f'M �y �08�.
I]e3��e rsll �€h�.r kyp�s.
1fi�-�.4 [��A�i"F�. �al�s i'ranics sl�all r.or�sis� ��f ��l�a3Ytze�d s��el pi�,r; anri s€�al� coaiform !a
lhe specific�tiort� �c�r [h� �a�� m�terR�� t«�r�e� pd�'�gra�h ���-�.�. 'I'Fre fa��-ic �k�xll �e uf tite sa�n�
��+pe materia! as �rscd i�Y �lyc icnce_
1G2-?.6 NII�('�T.1�AN�t�L;S I�'I'�"'1'l1�CiS �1Iti1) H��Ii�J]V4t�1i�l+;. �Iis��tlane�us ste�el tit�in�,s
ai�d �ia�•clw�r•c Ci}�- use ���iil1 r��c-c{�a�ed �i�.e� ���r�'�� �It�l] he [�1' c�c�Ri�ir�eE�ci�[� grac�e �te�l [�r k�e�l�r
c{uali.�y, ��ro�lghl or casi a� �p�rc�priate to it}c tu•�i�€�, �1��'l Rl�f�1'itj�nt in �LrCi7�,�E7 lQ pCOV1dC R
�?AL�iriL�[� [.�#:�I�,1� 1h'�1�.`I] LC5C.� kii L`.{]I��LI17CLlOf1 V1°IE�1 f FiR]1'iC, �7�fiiS 311i� 1�Vi1'c;ti c]I� [ill; (�lid�itV S���L���
t�e�ra.��. !+�!] s��el iilXin�� an� h�a-dw�te� �l�.all i�c pa•c�te�t�� v��ith � zinc co{xtin� �3}�,i'sed in
�onforn�anc� wi��� �,STM �l 1 ��, Bu�he�E ��irc: �up��nr� a�°���� �I�a�i v�rsll��[r�n�i �� Ic���c� �I-?5f1 ��ou�3��
�p��ie� v��icalf�r �� 1he nuto�•n�osr. e�d at't1�e a�•n�,
i62�-�.9 AI)i]IT�C}i�1�1,L �F.�L�IE��14�1�`7'— �i�iV�1G� C'out�•actor sfinl� tu�nish an� �n�tai!
„Restr�cE��l fir�;:� — Au[h��`ir�c� F,a�try �nl}�., �ig�+� r�n �O� f�r�ce, Si�,�� sF�all he lo�a�cc� v�'�ltiin
5C} F��l ��r� eitl�e�• side� o�co�tYe� p��s�� �t al� ch�u��es in ���ec:t3c�� ��d at �U�1 fcet spac.it�g oii
str$i�lit �-un�_ Sig�s 1 I��ot h3�1� �� 3 fe�f ioi��, be i�abricat�d o� �lun�iii�ii� �1a�e. nic�•i�ed as
it�dic�lc� ot� dE��;i'�kn� an lh� �'c�ll��wia�� p��e. Cc�lc��' �h�all m�t�l� exjskGn� �ign� as closel}+ a�
prac�icablc. Co�7trac�or ����11 �uhrr�i� � s:�n�}�le tc� ItPI� fc>r a�r�eovaC p�i�i• [c� i�r��all��ic�n_
1G���.� II�]S`fAI.L1I�[� '1'(�1' R�►1L�;. T�� r�ai�� s�r�ll t�e �ns��lleci c»���� if rc�uired to �i���t�h
e�c�sl3ng Fens:e ar i� s��c7wn o�� tl��: �lar��,
E-�b� �+10�-1
1(�2-3.fi �;LL:�TI���;�L G���J�1�S. S�b�liEu�e lhe f��fowi�rg p�rt�graph.
1tcFn 1�� 1 fi�-�.1
itran F�16�-2�,9
Chain i�i� ��nce -- pc� �ine�i• fo��
�ig�� — s3�r�� shall l�. incIuileci �� �lic ��asis
c�f payt�ier�� f�rr �'h�in Lin�c �'�r�ce
F-�62 �o��z
EItCL1'iC�l �;PO�lil�5 Sh��I l� IriS��IIeC� oi� ��C�'1 si�� Of d g�t� �]'rd VYher� �, pc��wcr �ir�e p�s�es vve� lh�
f�nce. T��Ee �rotir�d sl��l] �ie instal��d d�r�cll}+b�ic�v�r tl'Me poiii� of cro�sing. �rau�d �r{��s sh��i he
of tlie si�r and I��r��h �E�own on ii�e ����is. 1r�s�al���Fot� shall be as� �h�xwn on tl�� �lans.
l��lalltiCion o�' �rr}u��cl rods shall nc�t co�7stjl�te ��ny �Ee� u�c� shw�Jl l�� consi�er��i ittic�dental tv
�C�1C� C�RSiRki:�1�1T�C.
1�i�-�,1
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T�e��t� �e�'eren�:e « r����r�c rr�ea�urcu7e�t.
Payin�r�� waJ� he mad� �nder;
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5120198
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162-1.1 'T'his item shall consist of furnisi�ing.and erectirtg a�chain-liusk fence in accordance �with these specifications
and the detai�s shown on tha plans and in conformity with the lines and grades shawn on the plans or establzsh�d by
the Engineer.
IIIIA,Y�RIALS
I62-2.I FABRIC. [The fabric shall be woven v►�ith a 9-gauge L$alvanized �teel wire] [polyviny! chloride
(PVC)-coated steel] [aluminum a15oy] [zinc-5°/n aluminum mischmeta[j wire in a 2-inch (5a mm) mesb and
shall me�t Ehe requirements oi � }.) [The fabric shall be woven from a[ ] gauge alu�ninum-coated steel
wire in a�-inch (50 mm) mesh and shall conform to the requirements of ASTM A 491.j
****�*�:e�*�x**�***�***�*******��**�**�****�*��*��*****x��::************�*************���a�#s�:*
Galvanized steel fabric shall conform tn the requirements of' ASTM A 392, Ciass �.
Polyvinyl chloride-coated steel shall conform to the reqairements of AS'�M F 668, Giass 2b.
Aluminum alloy fabric shall conform to the requir•ements ofASTM F I183.
Zinc-5% aluminum mischmetal alloy coated stee! shall conform to the reqairements of
ASTM F 1345, Class 2.
The Engineer shall speciFy 9 or 10 gaage ajuminum-coated wire.
Metallie-coated fabric shail have a clear acrylic coat'sng applied to the selvage area after weaving.
�***���:�����:**���*���**********�**�*********�x�*****�*�**�*���::�*���*********��***:��:�***�*�**
162-�.2 BARBED WIRE. Barbed w�re shal! be 2-stt'and 12-112 gauge [zinc-coa#ed] [alurrxinum-coatedj wire
with 4-point barbs and shal] confarm tv the requirements of j ]. �
****��r������*�**�*���****��***�*************�:�»�****�***��•*��*�*�x**********��x�:��:*��**�*�*
Zinc-coated barbed wire shall conform to the requiresnents of AS'I`M A�21, Class 3, Chain
Link Fetsce Grade.
Alnminum-coated �arbed wire shall cnnform to the requ�irements of ASTM�A 585, Class TT.
*�***********�*�***********�«�*�**�**�******���*�a�**��**«*s»�*�***�********��***���*�*�***�
162-�.3 POSTS, RAILS AND BRACES. Posts, rails, and braces fumished for use in conjunction with
zinc-coated, zinc-5% aluminum mischmetal alloy coated, or aluminum-coated steel fa}aric shall be of zino-coaked
steel, zinc/polymer-coated steel, zinc-S% aluminum misc�metal alloy caated steel framework, or compasite Posts.
Those furnished for use in conjunction with aluminum alloy fabric shall be alunninEum alloy.
Line pasts, rails, and braces shall be L�aivanized steel p'spe] �zinclpolymer-cnated stee! pipe] (vinyl-cnated steel]
[stractural shapes� [roll formed] jaluminum alloy] [composite posts] conforming to the r�yuirements of [ ].
***���s�**��*«**���+��*************�*:�a�***��**�*:�*s*��x�x*****x�����***s******�*���**********�s
Galvanized steel pipe sk�ail conform to the requirements of ASTM F I083.
Zinc/poiymer-costed steel pipe shall confarm ta the requirements of ASTM A 5b9 or AS1'M A 4�46,
Grade D. External coating st►all be in accordance wi#h ASTIVI F 1043, Type B. Internat cnating shall he
in accordance with ASTM F 1043, Type B or D.
�5�
AC '150/5370-10A C�9G 71
5(20198.
The steel used in al! structural shapes shalZ confornn io tk�e requirements nf ASTM A SiZ, Grade 45, and
shall be galvanized in accordaace vvith the requirements of ASTM F 1043, Type A.
Rall-for�aed seCtions shall be fabricated from material rneeting the requirements nf ASTM A 57Q, Grade
4S, and shali be galvanized in accardaRc� with the requirements oT ASTM F 1043, Type A, or coated with
zinc-5% a�utninum-misehmeta! alloy in accordance with ASTM F 10�#3, Type C.
Aluminurn alloy shall conform to the requirements af ASTM $ 429, a�lay 6063-T6, Schedule 40, far
extruded pipe and tube.
Aluminum alloy shall conform to t1�e reyuirements of ASTM B 221, alloy 6063-T6, for extruded bar,
shape, and tube.
Vinyl-coated steel shall conform to the requirements ofFed. 5pec. RR-F-191/3.
Composrte posts shall conform to tt�e strsngth requirements of ASTM �' 1443. The strength loss of
cnmposite posts shall no# exceed X� percent wher� subjected to 3,60U hours of ex�osure to light and water
in accordance with ASTM G 23, ASTM G 26, and A�TM G-53:
*���*****�*****************��**�*****�****************�***�**�**«+�***:�******�********�***
Post, rails, and braces, with the exception of galvanjzed steel (5chedule 4Q weig�t) ar aluminum alloy (5chedula 40
weight} which conform to tl�e requirements nf ASTM F 1083, shal! demonstrate the abiliry to withstand testing in
salt spray in accordanee with ASTM B 117 as follaws:
Externai: 1,i140 hours with a maximum nf 5% reei rust.
Internal: 650 haurs.with a maximum of 5% red rust.
The dimensions of the posts, rails; and braces shall be in accordance with Tables I through Vl of
Fed. Spec. RR-F-I91/3.
I62-2.4 GAT�S. Gase frames shal! consist af [galvanized steel pipe] [polymer-coated stee� pipe] [aluminum
alloy pipe] [composite pnstsl and shall conforrr� to the specifications for the same material �ncier paragraph
162-2.3. The fabric shall be of the sarne type material as used in the fence.
7.6Z-2.5 WIRE TI�S AND �'ENSION WLRES, Wire ties for use in conjunction with a gyven type of fabric shall
he of the same material and coating waight identifieci with the fabric type. Tension wire shali be 7-gauge marce9ied
steel wire with the sarne coating as #he fabric type aad shal] conform to ASTM A 824,
All material shall con�'orm to Ped. Spec. RR-F-I91/4.
X62-5 MISCELLANEOU�S FIT�'INGS AND �-IARDWARE. MisceIlaneous stee� fittings and hardware for use
with [zinc-coated] [aluminum-coatedl [zinc-5% aluminum-misehmetal alloy-coated] steel fa5ric shall be of
commercial8rade steel or better quality, wrought or cast as approQriate to the article, and su�t'icisnt in strength ta
pro�ide a balenc�d c3esign when used in conjunction witi� fabric pasts, and wires of the qualiry specified herein. jAll
steef �ttings and hardware shall be protected with a zine coating agplied in coaformance witi� ASTM A 153,]
[lltiscellaneous aiu�ninum fttings for use wifh aIuminum alioy t`abric shall he wrou�ht or cast aluminum
aliay.] $arbed wire support arms shall withstand a load of 250 pounds (113 kg) applied vertically to the outerznost
end of the arm.
16Z-�.7 CONCR�TE. Con�rete shalI be of a commercial grade with a minimum 28-day compressive s�er�gth of
2500 psi {17 24Q kPa}.
162-2.8 MARiCING. Each roIl of fahric shall carry a tag showing the kind of base zneta[ (steel, aluminum, or
aluminutn alloy number), kind of coating, the gauge of the wire, the len�th of fenciskg in t�e roll, and the name of
the manufacturer. Posts, wire, and vther fittings shall be identified as ta manufacturer, kind of base metal (steel,
aluminum, ar alumi�urn a13oy number}, and kind of cvating.
256
5/24198
con����ucrio� n���H�os
�AC 15015370-14A CFiG 11
I6�-3.1 CLEARING FENCE LTNE. All tre�s, brush, stumps, logs, and other debris wi�ich would interfere with
the proper construction af the fence in the required location shall be removed a minimum width of Z faet (61 cm) on
each side nf ti�e �ence centerlane before startin, fencing agerations. The cost of remo�ing and disposing of the
material shall not constitute a pay item and shall be considered incidental to fenee construction.
162-3.2 llV�STALLING �'OSTS. AII gosts shall be set in cancret� at ti�e required dimension and depth at�d at the
spacing shawn on the plans.
*�*�******x�*�**�*�m*:�*��**�**:�****�:z*****��*�*�************�*****sf�s*�*�r�**��*****�*****
Posts should be spaced no# more tf►an lU feet {3 m) apart and should be set a minimum of 35
inek�es {9Q cm} in concrete %otings. If the frnst dep#h is greater than 36 it�ches (90 em), the
��sts should be set accordingly. The posts hoies shall be in proper alignme�t so that there is
a minimum of 3 inehes (i5 mm) of concrete on all sides of the pasts.
****�*�s�*����*******�****�*x�:�*�**********:�:z*a�*�******�**�****�***��***:�**��x�r�:�e«***�******
The cancrete shall be thoroughly compacted araund the pasts by tam�ing or �ibrating and shafl have a smooth
finish siightly higher than the ground apd sloped to drain away from the posts. A13 posts shall be set plumb �nd to
the required grade and alignment. No matersais shall be installed an the posts, nor shall khe posts be clisturbed in
any manner within 7 days after the individual past footing is completed.
5hould rock be encountered at a depth less than the pkanned footing dept�, a hole 2 inct�es (50 mm) iarger than the
greatest dimension of the posts shall be drilled to a depth of l2 inches {300 mmj. After the pnsts are set, the
remainder of the dril�ed hole sl�all 6e filled with grout, composed of one part Portland cement and two parts mortar
sand. Any remainin; space above the rack shall be filled with conerete in the rr�anner described above.
Tn lieu of driliing, the roek may be excavated to ti�e required footing depth. No extra compensalion shail be made
for rock excavation_
162-3.3 INSTAL�,ING TO� RAI�S. The top rail s�ali be continuous and shall pass throu�h the post taps, Ti�e
coupling used to join the top raillengths shall allow for expansion. � "
162-3.4 INS'�ALLING �3RACES. Horizontal brace rails, with diagonal truss rods and turnbuckles, shall he
installed at all terminal posts.
162-3.5 iNSTALLING �A$RIG The wire fsbric shall be firrnly attached to the posts and braced ia the manner
,• shawn on the pians. All wue shall be stretched taut and shall be installed ta the required ele�ations. The fence shall
generalEy follow the contour nf the gro�nd, with the boftnm of the fence fabric nq less than 1 inch (25 mm) or mora
� than 4 inches {100 mm} from the ground surface. Grading sha�l be performed where necessary to provide a neat
appearance.
At locatians of small natural swales or drainage ditches and where it is not practical to have the fence confarm to the
general contour of the graund surface, longer posts may be used and multigle strands of barbed wire s�retched
thereon to span khe apening below the %nce. The vertical efearance between strarids of 6arbed wire shaq be 6
inches (15� rnm) or less.
*�s��:r+���****�*�*�*******��*�*���«:x�*�:w��***:�«�***�*��***��•:z*****x�x��****x��****�****�******
Openings 6elaw the fence may alsa be spanned wifh barbe� wire fastened to stakas.
The Enginaer shall specify if tensian wire is ta be instalZed.
�*x�***�*�***********�***�*********�*�******s**�*************x�x��********��*»�*****a���:*�w****
15�-3.G ELECTRICAL GROCTNDS. ElectricaI grounds si�all be consiructed [wherc a power line passes over
tha fence] [at S00-foot {150 m} intervals�. [The ground shali be installed directly below the point af crnssing.]
The �round si�all he accomp[ished with a copper clad roci 8 feet (240 cm) long and a min.i.mum of 5/8 inch (15 mm)
in diameter driven �erticaliy until the top is 6 inches (150 mm) below the b aund surface. A No. 6 solid cQpper
257
AC 15015370-10A CHG 1 7 _
51zai9a
caz�ductor shall be clamped to the rod and to the fence in such a rnanner that each elernent af the fence is graunded.
Installation of ground rods shall not constitute a pay�item and shail be considered incidental to fence cortstruction.
��:***************�*****�****************�*�************��*#**��****��*+«�**�**++*����*�****
The Engineer shai! indicate the location of all electrieal grounds or� the plans. Grounc3ing may not be
necessary with the use of compasite posts.
********a�+�*:��*�*�a*�*»******�*****�*a���*�:�***��*++��a��****���****�****��r�***********�*�*�*:�
14��iMOD AF ��ASUR�fV1iENi
162-4.1 Chain-link fence will be measured for payment by the linear foot {meter). Measurement will be along the
tap of the fence from center to center of end posts, excluding the length oconpied by gate apenings.
Gates wi116e measured as complete units.
��,S15 0� PAYi�I�1V�
162-5.1 Payment for chain-iink fence wi�� be made at the contract unit price per linear fovt (meter}.
Payment for driveway or walkway gates will be made at the contract unit price for each gate.
The price sl�all be fu11 cpmpensation for furnishing al� materials, and for all preparatian, erection, and installation of
these matarials, and for al1 labor equipment, toojs, and incidentals necessary to complete the item.
Payment will be made uncEer:
Item F-1 b2-5.1
Item F-162-5.2
�tem F-162-5.3
Chain-Link Fence--per linear faot (metar)
Drivevva�+ Gates--per each
Wallcway Gates--per each
ndVi4��R1/�l� R��UI1��tV��IV�'S
ASTM A 12]
ASTM. A 123
Zino-Coated (Ga��anized) Steel Barbed Wire
Zinc (Hot Gal�anized) Coat�ngs on Produets Fabricated fram Rolled, Pzessed,
and Forged Steal Shapes, Plates, Bars, and Strip
ASTM A 153 Zinc Coating (Hot-Dip) on Iron and 5tee1 Hardware
ASTM A 392
ASTM A 44b
ASTM A 491
�ine-Coated 5tee1 Chain-Link Fence Fabric
Specification for Steel Sheet, Zinc-Caated (Galvanized) by the Hot-Dip Psacess,
Structural {Physical) Quality
Aluminum-Coated 5tee1 Chain-Link Fence Fabric
258
�izaiss
AC 1501�370-7UA CHG 11
ASTM A 569 Steel, Carbon {0.1� Maximum, l'ercent), Hot Rolled 5heet and Strip Comrnercial Quali#y
ASTM A 570 Hot-RQlled Carbon Steel Sheet and Strip Structural Qua�ity
.�15TM A 5'72 High-Strengtil �,ow-Alloy Colum�ium-Vanadinzn Steeis of Structural Quality
ASTM A 585 Aluminutn-Caated 5teei Sarbed Wire
J
A5'I"M A 824 Meiallic-Coated 5tae1 Marcelled Tension Wire for Use With Chain Link �'�nce
ASTM B 117 Standard Test Method of Salt Spray (Fog) Testing
ASTM B 221 Aluminum-Alloy Extrud�d Bars, Rads, Wire 5hapes and Tub�s
ASTM F 668 Paly(vinyl Chloride)(PVC)-Coated 5teel Chain-La`nk Fence
ASTM F 1Q43 Strength and Protective C�atings an Metal Tndustrial Chain Link Fsnce Framework
ASTM F 10$3 Pipe, Steel, Hot-Dipged Zinc-coated {ga�vanized) Welded, for Fence Stz'uctures
ASTM F I 183 Aluminuzza Alloy Chain Link Fence Fabric
ASTM F 1234 Pratective Coaiings on Steel Framework for Fenees
�,,STM G 23 4perating Light-�xposure Apparatus (Carbon-Arc Type} With and Withou# Water far
Exposure af Nanmetallic Materials
ASTM G 26 Operating Light Exposure Apparatus {Xenon-Are Type) With and Without Water for
_ �xposure of Nonmetallic Materials
ASTM G 53 Operating Light- and Water-�xposure Apparatus (Flnorescent UV-Condensation Type)
for Exposure of Nanmetallic Materials
Fed. Spee. Fencing, Wire and Post, Metal (Chain-Link Fence Posts, Top Rails and Braces}
RR-F-19 i13 -
Fed. Spec. Fencing, Wire and Post, MetaE (Chain-I,ink Fence Accessories)
RR F-1�}I/4
�,
� I�
� I 258-1
IT�iN L-i Oo G��3�RdL �ROVISI�IVS o����T'RIC�L
D�SC�II�iION
� 00-'9.1 GI�N�,RAL. This item is i�tended to supplement the specifications for the Airfielr!
Electrical, and Lighting requirements of this contract.
!t 9s the inte�t and meaning af the Plans and Specifications that the Contractor shalE provide an
electrical installation that is operatEonal and complete, including aEl items and appurtenances
necessary, r�asonably incidental ar customarily includsd, even though each and every item is not
specifically called out or shown.
lnstalla#ions and construction und�r these provisions shail be coardinated with the Airpark
Construction Manager. Specification requirements for approvals, reviews, or other involvements of
the Engineer shall be transmitted by the Con#ractor through the Construction Manager to the
Engineer.
QUAL[TY ASSURAIdC�
1D0-�.1 APPLICABL� COD�S AiV� S�AWDAR�S.
a.� Codes: All electrical work shal! can#orm with the requirements and recomm�ndations of
the latest editian of the National Electrical Code and all local airpart and building codes.
In conflicts between drawings, specifications and codes, the rnore stringent
requirements shall govern.
b. Standards: The s�ecifications and sta�dards of the following organizations are by
reference made part of these specifications and all electrical work, unless otherwise
indicated, shall comply with their requirements and recomrr�endations wherever
appEicable.
Institute ofi Electrical and El�ctronic Engineers {IEEE)
American Nat9onal Standards Institut� (AN51}
American Sociery for Testing and Materials (ASTM}
In�ulated Power Cable Engineers Association. �IeEA}
Natior�al Bureau af Standards (NBS)
National Eiectrical Contractor's Assaciation (NECA)
National Electrical Manufacturer's Association (NEMA)
National Fire Protection Association (NFPA)
Uncierwriter's Laboratories, lnc, (U�.}
National Electrical Sa#ety Cvde (NESC)
i00-2.2 R�{�U1R�FN�N f5 4f� �t�CU�A�'ORY ►4G�IVCI�a.
a. Airport lighting equipment and materials co�ered by FAA specifications shall have the
priar approval of the Federa! Aviation Administration, Airports Service, Washing#on,
D.C. 20591, and shall be lisied in the latest edition of Ad�isory Cir�ular � 50/5345-1
Approved Airport Lighting Equipment. All Advisory Circulars referenced in these
specifications shall be the �atest editian.
Item L-� 00-1
FTW 00244
b. All other equipment and materials, covered by other referenced s�ecifcations snall be
subject ta acceptar�ce through manufacturer's certification of compliance with the
.appiicable specification, when r�quested by the Engineer.
c. The req�irements and recommendations af the {atest edition of the Occupational Safety
and Health Act are by ref�rence made a part of these specifications and a!1 electrical
work shall comply with their requirements and recommendations wherever applicable.
1Cf0a2.3 W4RKMi4NSbIP AtdD PERSONN�� R��UIREM�fdTS.
a, All elec#rical work sha�l be performed by workmen skilled in the electrical trade and
licensed for the work in the app[icable jurisdiction.
b. A licensed Master Flectrician or a licensed Journeyman Electrician is required to bs an
the jab site whenever any electrical work is performed. Any airfield electrical work or
assaciate� electrical installations shall be accomplished underthe directsupervisivn of
a licer�sed Journeyman �lectrician.
100-2.4 �QUIPM�N�', MAT'ERIA� AND lNSTALLATIOM L��QUIR�M�iV�S.
a. A11 mat�ria3s and equipment shall be installed in accordance with the approved
recommendations of thE manufacturer and the best practices of the trade and to
confarm with the Contract Documents.
b. The Cantractor shall promptly notify the CM in writing af a�y conflict between any
requirements of the Ca�tract Documents and equipment manufacturer's directions and
shall obtain written instruc#ians for the CM bEfore proceeding with the wor�t. 5hould the
Contractor p�erforrn any work that does nat comply with the manufacturer's direc#ians or
such writt�n instructions form the CM, he shall bear all costs arising in correcting
d�ficiencies.
All equipment and materiaEs shaE� be new, unless specifically noted ofherwise, and st�all
bear the manu#acturer's name, trademark and ASME, UL, and/or other labels in e�ery
case where a stan�ard had been established for th� particular iterrt.
d. Where applicable, et��ipment shall be FAA appraved design of a st�ndard �roduct of a
manutacturer re�ularly �ngaged in the production of the required type of equipment,
and shall be su�ported by a service organization r�asar�ably convenient to the site, as
determined by the CM. �
e. The Contractor shall furnish and install all equipment, accessories, connections and
incidental items necessary for a complete installation, ready for use and ap�ration by
the Owner:
f. it is the responsibility of the Contractor to insure that items installed fit the space
a�ailable with adequate room #or praper equipment operation and maintenance.
Contractar shall mak� field measuremen#s to ascertain space requirements, including
those for connections, and shall furnish and install such siz�s and shapes of equipment
that, in the final installation, wifl suit the true intent and meaning of the drawi�ngs and
specifications.
g. After review of equipment submittals, and instructions by the Engineer to proceed,
equipment installations may require arrangements or connections di#ferent from those
shown an the drawings. I# is the responsibility of the Contractor to instail the equipment
to operate properly. The contractor shall pravide any additior�al equipment and/or
Item L-100-2
FTW0�244
materials required for installations to operate in accardance with the intent of the
drawings and specifications.
�. The Contractor shall be respansible for coordinating proper location of roughing in and
connections by other trades. Changes associated wi#Fi coordination requirements shal)
be made at no increase in the Contract amount or additionai costs to ather trades.
i. The Contractor shall support work and equipme�t piumb, rigid and true to �ine. The
Contractor shall determine how equipm�nt, fixtures, conduit, etc., are to be installed, as
required by codes, drawings and specifications. Foundations, bolts, inserts, stands,
hangers, brackets and accessories r�quired for proper support shall be provided by the
Contractor, whether or nat specifically indicated on the drawings.
100-2.5 SU�filiITTALS.
a. Submit manufacturer's data or shop drawings of the following iterns. giving ful!
in#armation as to tF�e dirnensions, materials, and ather in�ormation required to defne
compliance with -the specifications. Other items to be submitted are iisted in the
specification sections. -
Conductors Fixture bases
• � Connectars Sealers
'� Identification Tags FiX#ure S�tting Jig
� Bonding Kit Ground Rods
. PVG Cond�it Galvenized Rigid Conduit
Pullbox and AccEssories Tape �
' Flexible Sealtight Steel Conduit Fixtures .
. b. When requested by the CM, samples of these items shaEl be su�mitted for approval.
i � Equipmentlinstallation diagrams shal[ also be submitted for app�oval, as required by
' project specitica#ions and/or requested by the CM. � �
c. Contractor submittal package shalf include a ty}�ewritten list indicating each bid item,
with a breakdown of all item. components and all parts that are assembled ar associated
with bid item insta�latifln. Provide manufacturers catalog information for each b�d itern.
d. Cheeking of submittals by Airpart staff is d�ne only as an aid to the Contractor and
appra�al of submittals shafl not relieve Contractor of responsibility far any errors or
omissions in the submittals, nor shall it relieve the Contractor of total �esponsibility for
proper and complete execution of the job.
C�NS�RUC�f�N PROV�5I�I�S
1D0�3.� �X15TiNG �LECiRICA� �(�UIPM�Ni r4N�] iVIAT�fdIA�S.
a. Remove all existing wiring and ekectrical equipment made unnec�ssary by the new
installation, AI� materials r�rnoveci remain property of the Owner. Coil conductors and
so�t rr�aterials according to type, class andlor size. Store or dEs�ose of materials as
directed by the Cons#tuction Manager.
b. Unc�erground circuiting shall not be abandaned in place without approval of the
Construction Manager.
1D0-3.� R�W�R S�RVIC� CONi[NUEiY.
Item L-100-3
FTW OQ244
a. Prov9de labor, materials and supervision required to maintain full capacity pawer service
continuity when connectian ar modificatiar�s are made ta �xisting systems and faciliti�s,
b. Do �ot interru�t service without �rior consent of the Construction.Mar�ager, with a
definite understandir�g of time and duration of o�tage. All autages wil! take place at a
time for rni�imum disrupiion ofi facility activity.
�04-3.3 AS��UILi DRAWiNGS.
a. The Co�tractar shall maintain a set of as-built drawings on tt�e jab si#e as required the
General Pro�isions af the Contract. Contractor s�all mark on the as-built drawings all
work details, alterations installed to meet site condit�ons and `changes rr�ade by Char�ge
Notices, i�cluding all abandoned conduit and cable left in plac�. As-buift drawings sl�alf
be kept available for inspecfion by the Constructior� Manager at all times.
ME`�HOD OF Ml�ASUAEM�f�T AND BAS15 O� PAYNfENT
100-4 iVI��SUR�M�NT AN� P�4YM�Ni.
a. All items covered in this sEc�Fon, including temporary wiring and conduit, will not �E
� measured ar paid directly, but wilf be considered subsidiary to the bid iterrzs.
�N D O F Ii�NY
ltem L-100-4
FTW 00244
��DIFI��►TI�h1� T�
17�IUI Lµ10� I�1�TAl.��4'Y�4�1 �F l��l�EFiG�R�l1�1D �a4�L� ��R AIRP��T�
This spe�i�l spc��ifi��lr�r� mo�i�fie�, ar�-r�lifies, or amen�s #ne �echr�i�al spe��E�catir�ns and pi�r�s ar��
takes ptecetient aver them wn #h� ev��R t�f �r�y dis�fe��nc�.
� _ f�io�i�y � 0�-�,4
��le�e a,, b_. and �. �pl�c�� �r� allow�d at ki��t �kx#ur�s ot s�gns �nl�r.
2, iVlodi#y 10�-�,�
�Y�ange Ehe �e���d k� #h� jast �en#ence #� re�� as �olio�s: "i�s� F'olywater o� �ppr�v��1
e��a� p�lling lubri�ant wh�r� �ullkr�t� Cu�ricanE ls tequlr�d,
�, Modify ��5-3.8
A_ Spiir.ing will on1�r �� �Ilaw2d a� ligh# fixt�r�s or slgns_ Deiete 2�,, b.., a�� �, ae�d al�
� r�ference� #o l�e�� lypos �f s�Cice�,
�. R��nave �II r���renc�s !o sha�lde[k ca�ke.
A
�
I#�m L•1Q8-h+lOD-1
FTV+1�p244
i��n� ��� oa in���a����Yio� o� �n��������n�� ��e�u� �o� �i��o���
��sc����io�
10�nfi.1 This item shall consistof furnishing and installing underground cable in accordance
with these specificatians at the locatior�s shown in the plans. This item shall include the excavation
and backfiil of thE trench and tne installation of cabl� and counterpoise �wire in trench, duct ar
conduit. It shall include splicing, cable marking, and testing o# the installation and all incidentals
necessary to place the cable in aperating conditior� as a completed unit to the satisfactian of the
Engineer, This item shall nat inelude the installativn of the duct or cond�it,
�QUIPMEfdT �.PID IV�A�'��I��S
'iQ8-2.1 GEN�RAL..
a. Airport Ilghting equipment and materials covered by Federal Aviat'ton Administra#ion
(FAA} specifications shall have the prior approval af tF�e FAA, and are listed in
Advisary Circular (AC} 150/5345-1, Appraved Airport Equipment.
b. All other equipme�t and materials covered by other t�ferenced specif�cations shall
be subject to acceptance through manufacturer's certification of compliance with the
- applicable specificatian, when requ�st�c� by th� Engineer.
108-�.� CAB��. Undergraund cable shall canform to the requirements of AC 150/�345-7,
Specification for L-824 Underground Electricai Cable for Airport Lighting Circuits,
lf telephone control cable is specifiecE, copper shielded, poiyethylene insulateci and jacketed, No.19
AWG telephone cabEe cflnforming ta the Ur�i#ed 5#ates Department of Agriculture, Rural
Elecirification Administration (R�Aj B�Iletin 345-14, REA Specifica#ion #ar F�IIy Color-Coded,
Polyet�ylene lnsulated, Double Pnlyethylene-Jacketed TelepF�or�e Cab�es for Direct Burial, shall be
�sed.
� Wh�re cour�terpoise conductors are to be installed and w�ere soil conditions would adverselyaffect
,. bare cap�aer wire, thermaplastic wire confo�ming to Fed. Spec. J-C-30, Type TW, 60a volt, may �e
used.
Cable type, size, number of conductors, strand and service �oEtage shall be specified in the plans
and/or proposal.
'108��.3 BAR� COPP�R WIR� (COUNT���OIS�). Bare copper wire ior caunter-poise
installations shall be stranded wire conforming to ASTM Specifications B.3 and B 8.
f 08tr�.4 CA��� CONN�C�1�3fVS. kn-line connect�ons of undergraund primary cables shail be of
the type called for in the plans or in the proposal, and shall be ar�e af the types iisted belaw. When
the plans or the proposal permit a choice of connectian, the Cantractor shall indicate in the bid the
type of cannection he proposes to furnish.
a. The Cast Splice. A cast splice, employir�g a plastic mold ar�d using epoxy resin equal to
that manufacturetf by Minnesota Mining and Manufacturing Company, 5cotchcast" Kit
No. 82--A, ar as manufactured by Hysol Carporatian, Hyseal Epoxy Splice" Kit No.
I#em L-10S-1
FTW E}0244
� E1 i 35, for potting the splice is approved. This means o# splicir�g is tha only type
approved for tekephone controi cabls.
�. The Vulcanized 5plic�. A �ulcanized spfice employing Joy Manufacturing Company's
Vulcan9zing Kit-No. K-1fiO4-8 or egual is appro�ed far field vulcanized splices. The
proper mofds for various cable siz�s shall be used.
c. The Field-attached Pkug-in Splice. Figure 3 of.AC 154/534�-26, 5pecification far L-823
Pl�g ar�d Receptacle, Cable Connectors, employing connector kits, is approved for fieid
attachmeni to single conductor cablE.
d. The Factory-Molded Plug-in Spiice. Specification for L-823 Connectars,
Factory-Molded to Indivitiva� Conductors, are approved.
e. The Taped Splice. Taped spfices employing field-applied rubE�er, �r synthetic rubber
tape co�ered with plastic tapE are approv�d. The rubher tape should meet the
requir�ments of Mil. Spec. MIL-I-3825 and the plastic tape s�ould compfy with Mil. Spec.
MlL-I-7798 ar Fed. Spec. HH�I-595.
ln al! the abovE cases, connections of cab{e conductors shall be made using crimp connectors
utiEizing a crimping taol designed. To make a camplete crimp before the taa] can be removed. No.
19 AWG telephane control wires may be connected by means of wrapped and soldered splice, 3M
Campany Moistur� Proo# UR Type Connector, or aqual, or by a method approved by the �ngin�er.
108-2.5 CONCR�TE. Concrete for cable markers shalE canform to Specification Item P-614,
"Structural Portland Cement Concrete."
CONSiREJCTkON iVi�THODS
�08-3.1 GENERAL. The Contractar shall instalE the specified cable at the appraximat� loeations
indicated in #h� airport lighting layaut plans. The Engineer shall indicate sp�cific locations.
Cable cannections between lights will be permitted onEy at the light locations for connecting the
underground cable to the primary leads of the individual insufating transformers. The Contractor
shall b� responsible for providing cable in continuous lengths for home runs or otherlong cable runs
witho�t cannections, unless otherwise authorized in writing by the Engineer or shown in the plans.
� 08-3.2 INSTALLATION IN DUCT �R GONDUIT. This item ir�cludes the installation a# the cable in
duct or conduit as dEscribed below. The maximum r�umber and valtage ratings of cables installed in
eac� single duct ar conduit, and the current-carrying cap�city of each cable shall b� in accordance
with the latest National Electric Cade, or thE c�de oi the lacal agency having jurisdiction.
The Contrac#or shall make no connections or joints af a�ny kind in ca�les instalfed in canduits ar
ducts.
The duct or conduit sha�l be installed as a separate item in accordance ti+vith Item L-110, "Installation
of Airport Underground Electrical Duct." The Contractor shall make sure that the duct is open,
cantinuo�s, and clear of d�bris before installing cable. The cable shal! be installed in a manner to
prever�t harmful stretching of the conductor, injury to th� insulatian, or damage to thE outer
protective covering. The ends of all cables shall be sealed with moisture-seal tape before pulling
into the cond�it and it shalE be keft seaied until connections are made. Where more than one cable
�tern L-108-2
FTW 00244
is to be installed in a duct under the same contract, all cable shall be pulled in the duct at the same
time. The pulling of a cable thrnugh ducts ar conduits may be accomplished by handwir�ch or power
winch with the use of ca�le grips or pulling eyes. Pulling terrsions should be gave�ned by
recommended standard practices for straight pulls or ber�ds. A lubricant recommended for the type
of cable �eing installed shal[ be used where pulling lubricant is required. �uct or conduit markers
temporarily removed fiar excavations shall be replaced as required.
108-3.3 TRENCHING. Where turf is well established and the sad can be removed, it shal! be
carefully stri�ped and pro��rly stored. Trenches for cables may be excavated manually ar with
mect�anical trenching equipment. Walls of trenches shall be essentially vertical so that a minimum
of shoulder s�rface is disturbed. Road patrols or graders shall not be usec! to excavate #he trench
with their blades. The bottom surface of trenches shall be essentially smooth and free from coarse
aggregate: Unless otherwise specified, cat�ie trenches shakl be excavated to a minimum depth of � 8
ir�ci�es (45 cm) below finished grade, except as fallows:
a. Wi�en off the airporf ar crossing und�r a roadway or driveway, the minimum depth sha[I
be 36 inches (90 cm} unless otherwise s}�ecified.
Minimum cable depth when cross9ng under a raiiroad track, shall be 42 inc�es (105 cm)
unless at�erwise specified.
The Contractor shall excavate all cable trenches to a width not less than G inches (150 mm}. The
trench shall f�e widened where more than twa cables are to l�e instalied paralleE in the same trench.
Unless otherwise specified in the �lans, al! cables in the same location and r�nning in the same
general direction shall be installed in the same trench.
When rock excavatian is encountered, the rock shall be removed to a depth of at ieast 3 inches (75
mm) below the required cable dep#h and it shall be r�placed witF� bedding material of earth or sa�d
cantaining na mineral aggregate particEes that would be retained on a 114-inch (6 mmj sie�e. The
Contractor sha11 ascertain tY�e type of soil or rock to be excavated.before bidding. Afl excavation
shall ba uncfassified. �
108-3.4 WSTAL�ATION IN TRENCHES. The Contractor shall not use a cable plow for installing
the cabie. Mechanical cable-laying equipment may be usec! in con}unction with a trenching machine
if specified an praject plans and specificatians; and it should provide fvr physical inspection af caL�4e
priar ta backfil{ing. Sharp bends or kinbes in the cable shall not be permitted.
Cables shall be unreeled in place alongsicle or in the trench and shall 1�e carefully placed alang the
bottam of the trench. Tf�e cable shall not be unreeled and pufled into the trenci� from one end.
�:
Wher� two or more cables are laid paralle! in the same trench, they sha�l be placed laterally a
� minimum distance of 3 inches {75 mm) apart, and the trench shall be widened sufficiently to
' accomplish this.
Cables crossir�g over each otY�er shall have a minirrium of 3-ir�ch (75 mm} vertical dispiacemeniwith
the topmost cable depth at or below the minimum required dapth befow finished grade.
Not less than 1 foot {30 cm) of cable skacic shall be left on each side of all connections, insulating
transformers, kight units, and at al1 other points where cai�le is connected ta field equipment. Th�
Item L-108-3
FTWOQ244
slack ca�ie shall be placed in the trench in a series af S curves. Additional slack cable s�all be left
in runway light bases, handholes, manholes, etc., where it is req�ired ta bring the cable above
graund leve� to make cor�nectians. The amaunt of s�ack cable shall be stipulated by the Er�gineer,
or as shown in the�p4ans and specificatio�s.
108-3,5 BACKFILLING, Atter the cable has been installed, the #rench shall be 3 inches (i5 mm)
deep, loose measurement, and shall be either earth or sand containing no mineral aggregate
particles that would be retained an a 114-inch (6 m) sieve. This layer shalE nat be campacted.: the
second layer shali be b inches (125 mm) deep, loose measurement, and shail contain no pariicles
that would be r�tained on a 1-inch (25.0 mm) sieve, The remainder of the backfill shall be
excavatetf ar imparted mineral and shall not contain stone or aggregate larger than 4 inches {100
rnm} maximum diameter. The third and subsequen# layers of the backfil! shall not exceed S inches
(200 mm) in maximum depth, loase measurEmeni.
Tl�e second, and subsequent layers shaE1 be thoroughly tamped and compacted ta at least the
density af the adjac�nt undisturbed soiE, and to the satisfaction of the Engineer. Ef necessary ta
o�tain the desired compaction, tne backfill material sha11 be moistened or aerated as required.
Trenches shail not be excessively wet a�d shall not ec�ntain pools of water during backfilling
operations. The trench shall be completely backfifled a�d tamped le�el with the adjacent surface,
except that when sod is to be piaced over the treneh, the backfilling shal! be stopped at a depth
equal to the thickness of the sod to be usett, with praper allowar�ce #or settlement. Any axcess
excavated material shall bs remo�ed and dispased of in accardance with instructions issued by the
Engineer. �
108-3.6 RESTQRATION. Where sod has been remov�d, it shall be replaced as saon as p�ssible
after the backfi{ling is cflmpleted. All ar�as disturb�d by the trenching, storing of dir#, cable laying,
pad cortstructinri, and other work sY�all �e restored to its original condition. The res#oration shall
includ� any necessary topsoiling, fertilizing, liming,'se�ding, sodding, sprigging or mulching. All
such work shafl be performed in accordance with the FAA standard turfing specifications. the
�ontractor shalE be held responsible for maintaining all dis#urbed surfaces and replacements until
final acce�tar�ce.
108-3.7 CABL.E MARKERS. The lacatior� of runway light circuifs shall be mariced by a cancrete
slab marker, 2 feet {GO cm} square and 4 inches {100 mm) thick, ex#ending appraximate�y 1 inc}� (25
mrri) above the surface. Each cable run from the lir�e of runway lights to the equipment vault shalf
alsa be mark�d at approximatefy every 2�0 feet {80 m) alang thE cable run, wit[� an additional
marker at eac#� change of direction of cable run. All other cable buri�d directly in the �arth shall be
marked in the sart�e manner. The Contractor shali r�ot install slab markers where cable lies in
straigt�t lines betwesn abstruction light poles v�hich are spaced 300 feet (90 m) apart, ar less. Cab1e
markers sh�l{ be installed immediately above the cable. The Contractar shall impress the word
"cable° and directional arrows on each cable marking slab. The letters shall be approximately 4
inches (100 mm) high and 3 Enches (75 rnm) wide, with width af stroke �/2 inch (i2 mm) ar�d 1/4
inch (G mm) deep.
The lflcation of each underground cable connection, except at lignting units or insulating
transiarmers, shall be marked by a concrete marker sfab placed abo�e the cannection. The
ContractQr shall impress the word "splice° 4n each slab. He also shall impress acfditio�al circu9t
identification symbols on each sla�a i# so desired by tne Engine�r.
Item L-108-�4
FTW 0024�
108-3.8 SPLICING. Connections of the type shown ir� the plans shafl be made by experienced
personnel regularfy e�gaged in this type of work and shall be made �s follows:
a. Cast Splices. These shall be made by �sing Crimp connectors for jo�nting conductors.
Molds shafl be assembl�d, and the compound shal{ be mixed and poured in
accordance with manufacturer's instructions and ta tY�e satisf.action of the Engineer.
b, Vulcanized Splices. These sha�l be made by using crimp connectors for jaining
conductors. The splice shall be made, using compounds furnished by the
manufacturer, in accordance with his/her instructions and to the sa#isfacti�n of ihe
Engineer.
c. Field-attached Plug-in Splices. These shal! be assembfed i� aceordance with
manufacturer's instructions. These splices shall be made �y plugging directly into
mating connectors. In all cases the joint �rvhere the connectors come together shafl be
wrapped with at least one layer of rubber ar synthetic rubber tape ar�d one layer of
�plas#ic tape, one-half �apped, exten-ding at least 1-112 inches (37 mm) an each side of
the }oir�t.
d. Factory-Molded Plug-in S�lices. These shall be made by piugging directly into mafiing
connectars. In aN cases, the joint where the conn�ctors come together shall be
wrapped wiih at least one layer o# rubber or synthetic rubber tape and one layer af
plastic tape, an�-half lapped, extending at ieast 1-112 incF�es (37 mm).on each side of
the joint. .
e. Taped Splices. A taped splice sha�l i�e made in the following manner:
� 8ring ihe cables to their fina! position and cut so that ti�e conductors wili butt. Remove insulation
and jacke�t alfowing for bare conduciar of prop�r Iength to fit compression sieeve cor�nectar with 114
` inch (6 mm) of bare conductor on each sit�e of the cannectar. Use a sharp knife to pencil insulation
, and jacket at approximately the same angfe as a�encil point. Care must be taken to avoid nicking
, or injuring the conductor during removal af insulation or penciling. Do not use emery paper on
�� spticing operation since it contains metallic particles. The copper conductors shal{ be thoroughly
cleaned. Join the conductars by inseriing them equidistant inta the compression cannection sleeve.
°� Crimp conductors firmly in place with crimping tool that requires a compiete crimp before taol ca� be
� removed. Test the crimped co�nection by pulling on the cable. Scrape the insulation to assure#hat
. #he entire surface o�er whtch the tape will be appiied (plus 3 inches (75 mm} an each end) is clean.
� After scraping wipe the entire area with a clean lint-free cloth. Do not use sakvents. �.
Apply higfi�-vaftage rubber tape one-half lappe� over bare conductor. This tape should be tensioned
as r�corrirn�nded by the manufacturer. Vads in the cannector area rnay be eiiminated by highly
efongating the tape stretching it jusk sho�t of its brea�ing poini. Througt�oUt the res# o# the splice
less tension should be used. Always attempt to exactiy half-lap to produce a uniform buildup.
Continue buildup to 1-112 times cable diam�ter o�er the body of tf�e splice with ends taper�d a
distance of approximately 1 inch (25 mm) over the ariginal jacket. Cover rubbertape witt� two layers
of vinyl pressur�-sensitive tape ane-half lapped. Do not use glyptol or lacquer o�er vinyl tape as
they react as sakvents to the tape. No furkher cable covering or splice boxes are required.
Item L-1 Q8-5
FTW 00244
If shielded cable is to be spliced, prepare cable as far a regular taped splice, except that th�
neaprene jacket st�all be removed a distance not less than 5 inches (� 25 mm) from the beginning af
t�e penciled portiar�. Carefiulfy unwrap the shie�ding tape from tf�at portion where jacket has been
removed and cut aff so that it extends about 1 inch (25 mtn) from end af the jacket. Proceed with
the taped splice as described above and tape up to 1/4 inch (6 mm} from the shield on bath ends.
Build uP rubber tape to a thicicriess equal to the insulation thickness or 5116 inch (9 mm) over
connector. �
Next wrap one-half lapped layer of semi-cor�ducting tape (5cotch No. 13 Semi-Conducting Tape, or
equal) o�er spiicing tape and 1/4 inch (fi mm) onto the shieiding tape. W rap a fine, flat shieiding
braid one-half lapped o�er the s}�lice �xtending � 12 inch (12 mm) onta the matallic shielding. Solder
ends of braid to metallic shielding tape. A bonding wire, (Minimum No. 'I4 5tranded Copper) eq�al
to the current carrying capacity of the metallic shield, should have the in�i�idual strands wrapped
around the metallic shield at both ends of ihe splice. These s#rands shou�d be tack so�dered to the
shiead in several places. The ca�Ee sheath should b� replaced bywrapping with two one-half �apped
layers of vinyl tape extending 2 inches (5� mm) onto th� cabl� jacket.
Th� above described splice is for a straight-through splice with continuity of shielding.
�08�3.9 BAR� COUNi�RPfllS� WIR� IRlSiA��e4TI�N AND GROUNDING FOR �.IGHTNING
PROi�CiION. If shown in the �lans or specified in job specifications, a stranded bare capper wire,
No. 8 AWG minimum size, shall be installed for lightning protectian of tt�e underground cables. The
bare counterpoise wire shall be installed in the same trench for the entire leng#h of the ins�lated
cables it is d�signed to protect, and shall be placed at a distance of approximately �4 inches (100
mm} from the insulated cable. The caunterpoise wire shall i�e securely attached to each lightfixture
base, or mounting stake, The counterpoise wire shali also be securely attached to copper or
copper-cfad ground rods Enstalled not mare than �,000 feet (300 m) apart around the entire circuit.
The ground rods shafl be of the ler�gth and diameter specified in #he pEans, but in no case shall they
be I�ss than 8-f�et (240 cm} lang nor less than �IS inch (15 mm) in d�ameter.
The counterpoise system shall terminate at the transformer vaUlt.or at the power source. It shall be
securely attached to the vau4t or equipmen# grounding system, The connections shaA be made as
shown in the praject plans and specifications.
108-3.1p �'�S�ING. Th� Contractor shaH furnish all n�cessary equipment and appliances for
testing the underground cable circuits aiter installation. The Contractor shail #est and demonstrate
to the satisfaction of the Engir�eer the following:
a. That all lighting pawer and control circuits arE continuous and free from short circuits.
b. That alk circuits are free from uns�ecified grounds.
That the insulat9on resistance to grour�d of all nongrounded series cireuits is r�at less
than 50 megahms. �
d. Thai the insulatian resistance to ground of all nflngrounded conductvrs of multiple
circuits is not less than 50 megohms.
e. That all circuits are praperly connec#ed in accordance with applicable wiring diagrams.
ltem L-108-6
�TW 00244
That a!I circuits are aperabie. Tests sl�all be conducted that include operatir�g each
control r�ot less than 10 times and the cantinuous nperation of each lightir�g and pawer
c9rcuit for not iess than 1/2 hour.
iV1��'H0� 4� IU�E�SUR�M�N�
10��4.1 Trenching shall be measured by the linear feet �meters) of trench, including the excavation,
backfiEl, and reconditioning, completed, measure� as excavated, and accepted as satis#actary.
V�Ihen specified in the proposal, separate measurement shall be made for trenches of various
specified widths.
, i U�-4.2 Cabie or counterpo�se wire instalied in trench shall be measured by the �umber of Einear
feet (meters) ai cable or counterpoise wire ins#alled in trenches, ready far aperation, and accepted
�as satisfactory. 5eparate measurement shall be made for eac� cable or caunterpase wire installed
� �n trench.
i- r 1 US-4.3 Cable or counterpoise wire installed in d�tct ar cor�duit shall be m�asured by the numberof
� finear feet �meters} measured in place, completed, ready for operation, and accepted as
y satisfactory. �
SeparatE measurement shall be made for each cabfe or counterpaise wire instal[ed in duct ar
cor�duit.
BA51S O� PAYN➢�NT'
148��.9 Payment will be made at the cantract unit price #or trenching, cable and bare co�nterpoise
wire installec� in trench or duct in �lace by the Contractar and accepted by the Engineer. This price
shall be full compensation for furnishing all materials and for al1 preparation and installation of these
rriaterials, and �or alI lak�or, equipment, taols, and incidentals neeessary to complete this item.
Payme�t will be made under:
Item L-108-5.1
Item L-108-5.2
Item L-108-5.3
It�m L-108-5.4
Item L-108-5.5
AC 150/b345-7
I l �
FTW Q0244
Cabie Trench--per lin�ar foot �meter)
Underground Cable, installed in trench per liner foo# {meter)
Undergrounck Cable, instakled in duct ar conduit--per linear foot
{met�r)
Bare Counterpaise Wire, instalied in trench, including ground �ods
and ground connectors--per linear foot {meter)
Bare Counterpoise Wire, instalked in duct--per linear foot (rrieter)
ii�Ai�RIAL R�QUIR��fII�iV�S
5pecification for L-824 Underground Electrical Cable for
Airport Lighting Circuits
Item L-108-7
I gii
AC 150/�345-26 Specifiicatior� for L-823 Plug and Receptacle Cable
Connectors
Fed.Spec.J-C-30 Cable and Wire, Ekectrical Power, Fixed Installation
HH-I-59� ��sulation Tape, Elec#rical, Pressure-Sensitive Adhesive,
Plastic, for l.aw-Temperature A�plicatian
ASTM B 3 Soft or Anr�eafed Ca�per Wire
ASTM B S Concentric-Lay-Stranded Coaper Conductor, Hard,
�Medium-Hard, or Soft
MIL-I-3825 insulation Tape, Electrical, Self-Fusing, �ar Use in
�lec#ronics, Communications, and Alli�d Equipment
MlL-1-7798 Insulation Tape, Eiectrical, Pressure-5ensiti�e Adhesive,
Plastic . .
END O� i�'�1Vi L-108
,
Item L-108-8
FTV1100244 .
N1�DIF��ATl��1� T�
l�EIUI L�110 IN�TA�LLATI�� �F A�RP�RT UfVC��R���UND
ELE��'�1��4L DU�T
T�E� spec�al spe�rficat�on rr�odi�wes, arn�Eifi�s, o� arr��nds kh� Eecl�r�i�al s�ecl�icati�rns and plarrs
�nd #a��s prec�der�ce over thern Fr� the �v�n� �# any [��scr�p���y.
� , ��iet� 11 ���,2 a�d �.3.
�. �4�dif y � 1 �-�, �
A, Deaele p�ragr$ph 5
�. M�dif�r 11�-3,2 _
� A, p�l��e re#�re�ce� �o cl�� �r so�ps�one ducts_
�. De�e#e � 10-�,3.
�' �. l�lodify � �0-�.5.
A. Del�t� th� lasx p�ra�ra�h.
� �, f�odiiy ���-4_y
A, �dd #�e fo4kowir�g ser�t�n��:
` D�c! rn�,�k�rs sh�l� be sub��diary t� t�re du�t bar�k �rr� ��a�l nqx b� m�as�red
� sepe��l�l�r,
� 7. h.+l�dify 110-�.1,
' A. P�latii�y #he �Ba��s �f �a��m�nt" �ara����h as foll�ws:
I#�m �-1 �0-�.7 f�+�y-2" El��trical �uc� ��r��c-Yqer li�ear foot (r��t�r�
; I��m L•1 ��-�.� � way���� �I�ctr��al D��t Ba�n#c--}��r lir��ar foat �r�eter)
�� I�em �-17�-5.3 4 w��+-4" �lec�ri�al du�t Bar�f�--��r iin��r �oat �me#�r)
I, Ix�rr� �.-� 1��5,4 Har��l��l�s, in place�-p�r u�li.
�
�
11�rn L-� ��-�.5 PUII Box�s, i� place--p�r u�lt,
� ltsm L-11{�-5.� f�ianh�t��, I�"k �712�4'--��� I�fiif.
iter�l L-1��-1�IlOD-�
��W00���
i��r� �-19 o I�E�iAI��AiION �� AI���R�' URlD����OUN� E��C f RICA� ��I�Y
��SCFil�il�f�
110-1.1 This item shall consist of undergraund efectrica� c�ucts installed in accordance with this
specification at the locations and in accordance with the dimensions, designs, and detaiis showr� in the
pians. This item shall include the instaflation af alk underground electrical ducts ar underground
conduits. It shall also include ali trenching, �ackfilling, removal, and restoratian o# any paved areas;
rr�anholes, cancrete encasement, mandreling installation af steel drag wires and duct markers,
capping, and the testing of the installation as a completed duct system ready for installation of cables,
to the satisfactian of the Engineer.
EC�UlPiV1�Ni AN❑ NiAiERIA�S
110-2.� G1�A11�RAL. . All equipment and rriat�rials cavered by referenced specifications shall be subject
to acceptance through manufacturer's certification of compkiance with the appl�cable specificatian when
so requested by the Engineer.
� 10�2.2 Bi�UiVIINO�S �1��� DUCT. Bituminous fiber duct and fittings shall conform to the
requirements of Underwriters Laboratories Standard 543. �
a. Type I, for concrete encasement.
b. Type II, for cfirect burial.
110p2.3 ASB�Si'OS CEhIIENY Dl1CT. Asbestos cemer�t duct and fittings shall conform to the
requirements of Fed. Spe�c. W-C-571 ar�d shall be one of the following, as spe�ified in the proposal:
a. Type I, for concrete er�casem�nt.
b. Type II, for direct burial.
11U�2.5 ST��� CON�UIi. R�gid steel conduit and fiittings shall conform to the re��irements of
Underwriters Laboratories Standard 6, 51 �4, and i 242.
11 Q-2.6 CONCR�i�. Concrete shall conform to ftem P-61 Q, Structural Portfand Gement Gancrete,
usi�g 1-inc� (26 mm} maximum size coarse aggrega#e. �
1�0-2.i PLAST'1C COM�UIi. Plasiic conc3uit ancf fittings shalE conform to the requireme�ts of Fed.
Spe�. W-G-1a94 and shall be one of the foilowing, as specified in tha proposal:
a. Type 1- suitable #or underground use either cEirectly in the earth or encased in concrete.
b. Ty�e II - suitabVe for either a6ove groUnd or underground use.
COh4S��lJCilO�) MEiHODS
'910�3.9 G�N���. The Cantractor shall insta�l underground ciucts at the approximate locat�ons
� � FTW 00244
Item L-11 fl-1
��
indicated in the airport layout plans. The Engineer shall indicate specific Eocations as the work
progresses. Ducts shal! be of the siz�, materia3, and type indicated in the plans or s�ecifications.
Where no size is indicated in the plans or specifications, the ducts shall be not iess than 3 inches (75
mm) inside diameter. All duct lines shail b� laid so as to grade toward handhales, manhales and duct
ends for drainage. Grades shall be at least 3 inches �75 mm) per ifl0 feet (30 m). On runs wh�re it is
not pract9cable ta maintain the grade all one way, the duct lines shall be graded from the center in both
dirEcti�ns toward manholes, handholss, or duct ends. P�ckets or traps _ wF�ere moisture may
accumulate shail b� avoided,
The Cor�tractor shail mandrel �ach duct. An iron-shod mandrel, �oi mare #han 1/4-ir�ch (fi mm) srrialler
than the bore af the duct shall be pushed through each duct by means of jointed contluit rods. The
mandrel shall have a leather pr rubber gasket siightly larger than the dWct hole.
A�l ducts ir�stalled shall be provided with a No. 1D gauge galvanized iran ar st�el drag wire for pulling
the permanent wiring. Sufficient length shall be left in manhafes or handholes ta bend th� drag wire
back to pre�en� it from slip�ing bacic into ihe cluct. W here spare d�cts are installed, as indicated on the
�lans, the open ends shalf b� plugged with remova�le tapered plugs, designed by the duct
manufacturers, or with hardwood pl�gs canform9ng accurately to th� shape af the duct and having the
larger end of the plug at least 114-inch �6 mmj greater in diameter than the duct.
All ducts shall E�e securely fastened in place during construc#�ian a�d progress of the work and shali be
plugged to prevent seepage flf grout, water, or dirt. Any duct section ha�ing a defective jaint shall nat
be installed. -
All ducts, except steel condUit, ir�statled under runways, #axiways, aprans, and ather paved areas shall
be encased in a cQncrete en�eiape.
Where turf is well established and the sod can be removed, 'it shall be carefully stripped and praperly
stored.
Trenches far c{Ucts may 1�e excavated manualky or with mechanica! trenehing equipment. Walls of
trenches shall be essentially vertical so that a minimum af shoulder surfac� is disturbed. Blades af
road patrols ar graders shall not be used ta excavate the trench. The Contractor sha�l ascertain the
type af soil or rock �a be excava#ed befare b�dding. All exca�ation shall be unclassified.
110-3.2 DUCTS �NCAS�D IN CONCREiE. Unless othennrise shawn in the plans, concrete-encased
ducts shall be installecE so #hat the top of #he concrete envelope is not less than 18 inches (45 cm}
below th� finis�ed subgrade where installed und�r r�nways, taxiways, aprons, or athar pa�ed areas,
and not i�ss than 18 inches (45 cm) belaw finished grade where installed in unpaved areas. Ducts
und�r paved areas sha[I extend at least 3 feet (90 cm) beyond #he edges af the pavement or 3 feet (90
cm) beyond any underdrains which may be instailed afongside the paved area. Trenches #or concrete-
encasEd dUcts shall be opened the complete length before concrete is laid so that if any obstructions
are encountered, praper provisions can be rnade to avoid them. All tlucts far concrete encasemen#s
shall be plac�d on a layer of concrete not less than 3 inehes (75 mrr�) thick priar to its initial set. Where
t�nro or rnore ducts are encased.in concrete, the Contractar shall space them not less tha� 1-1l2 inches
(37 rnm} apart (measured �rom outside wall ta autside wall) using spacers applicabie to the type of
duct. As the ciuct laying progresses, concrete not �ess than 3 ir�ches {75 mm) thick shall be �laced
around the sides anc! top of the duct bank. End be!!s ar couplings shall be installed fl�sh with the
concrete encasement where required.
Etem L-110-2
�TW a0244
When specified, the Cantractor shall rein#orce the bottom side and top o# encasements w�ith steel
reinforcing mesh ar fabric or other approved metal rein#orcement. When cfirected, the Cantractflr shall
supply additianal s.uppo�ts where the graund is so#t and �Qggy, where ducts cross under raadways, or
where otherwise shown on ihe plans. under such conditians., the cornp4ete ckuct str�cture shall be
supparted on reinforGed concrete footings, piers, or piles located at approxirrtatefy 5#oot (150 cm)
intervals.
When clay or soapstone ducts are specified, they shall be installed with concrete encasement as
described abo�e. Clay conduit shall be af the single-bore type. Where #he self-centaring soc�Cet-jaint
type of single clay duct is �sed, conduit shall be buiit up, tier by tier, and separated only by suffici�r�t
mortar o� fine aggregate concrete to bed the duct� evenly and fill all voids between ducts. Single
ducts sF�all be �ointed together and the joints gro�#ed with portla�d cement mortar. A suitable gasket
(of rubber or other approved material} shall first be placed 'rn the receptacle end of the duct, prior to the
joi�ing operation, in order to exclude all mortar from the duct.
Where tf�e square bore butt-joint type of clay duct, single or multicell, is �sed, sections shall be aligned
with at least four steel dowel pins and joints wrapped with duct tape 6 in�hes (� 50 mm} wide and
lapped 6 inches (15Q mm) . All join#s in a bank of single-bore ducts shall be staggered, begin�ing
evenly from the manhole or handhoie, �y means ofi short lengths 6, 8, 9, i2, and 15 inches (150, 20fl,
�30, 300, 38D mm) long. Cement rnortar shall be trowled arot�nd each and every joint. Vaids in the
duct bank, caused by the externaf shap� of the corn�rs of the conduit, shall alsa be fiNecE with mortar.
The jaini�g and joints af soapstone duct shall b� dane in accardance with the manufacturer's
recommendations.
11p�3.3 �UCiS WITHOUT COMCR�TE ENCAS�MENT. Trenches for single-duct {ines shall be not
less than 6 inches (150 mm) nor more than 12 inches (300 mrr�} wide, and the trer�ck� for 2 or more
dUCtS instafled at the same le�e[ shali be �roportionately wider: Trench bottoms far ducts without
concrete encasement shalk be made to conform accura#ely to grade so as to provide uniform support
for tne duct a{ong its entire length. �
A layer of fine earth material, at feast 4 inches (100 mm) thick (loose measurement) shall be placed in
th�e battom af the trench as bedd�ng for the duct. The bedding materiaf shall consist of soft dirt, sand or
other fine fili, and it shall cantain na particlss that would be retained on a 1/4-inch (6 mm) siev�. The
�edding materia� shall t�e tamped until firm.
U�less oth�rwise shown in plans, ducts �or direct burial shall �t�e installed so that the tops o# all ducts
ar� at ieast i 8 inc�es (45 cm) �elow the finished grade.
When two or more ducts are ir�stalled in the same irench wit�out concrete encasement, they shall be
spaceci not less than 2 inches (50 mm) apart (measured from out5ide wall to outside wall} in a
horizonta! directiar� and not less than 6 inches (154 mm) apart in a vertical direction.
Trench�s shal! be apened the cor�plete length before c�uct is installad so that if any obstructions are
encountered, proper provisior�s can be macie to avaid them.
'�10-3.4 �UCT MARKI�RS. The location ofi the ends of all ducts shall be marked by a concrete slab
marker 2 feet (60 cm) square ancf 4 inches (100 mm} thick extending approximately 1 inch (25 mm)
above the surface. The markers shall be kocated above the ends of all ducts or duct banks, except
Item L-110-3
FTWa0244
where ducts terminate in a handhole, manhake, ar building.
ThE Can#ractor shall impress tf�e word "duct" an eaci� marker slab. He shall also impre�s on the slab
the number and size �# ducts beneath the marker, The letters s�a11 be 4 inches (140 mm) high and 3
inches (75 mm) wide with wis�tY� of strol�e 112-inch ��2 mmj and 114-inch (fi mm) deep or as large as the
available space �ermits.
110-3.5 BACICg1LL,ING. After concrete-encased ducts have been properly ir�stalled and the cor�cr�te
has had time to set, the trench shall be backfilled in at least two layers witn exca�ated material not
larger tnan 4 inches (100 mm} in diameter and thoraughfy tampec! and compacted ta at least the
density of the surrounding undisturbed soil. If necessary to o�tain the desired compaction, the backfill
material shall be moistened or aerated as required.
Trenches sfi�akl nat be excessi�ely wet and shall not car�tain poals of water during back#illing aperatians.
The trench snail be compl�tely bacicfilled and tarnp�d I�vel witn th� adjacent surface: except that,
when aod is #o be placed av�r the trench, the backfilli�g shall be stopped at a depth equal to the
thickness o# the sod to be us�d, with proper allowance for settfem�nt.
Any excess excavated material shall be remov�d and dispased ofi in accordance with ins#ructions
issued by the Engineer.
For ducts without concrete envelope, 8 inches (200 cm) of sand, soft earth, or other fine fill (loose
measurement) shall be placed around the ducts and car�fully tampec� aro�and and aver them with hand
tampers. The remaining �rench may �e filled with r�gular run a# excavated materiel and thoroughEy
tamped as s�ecified above.
110-3.fi R�STORATION. Wi�ere sod has been removed, it shall be replaced as soon as possible
after the backfillir�g is completed. A�I ar�as disturbed by #he trenching, staring of dirt, ca�le laying, pad
constructio� and other work shail be restored to its original condition. The restaratian shall include any
necessary topsoiling, fertilizing, liming, seeding, sprigging, ar muiching. AH such work shall be
performed in accordance with the FAA Standard Turfing Specifications. The Contractor shall be held
responsible for maintain�ng al1 ckisturbed sur�aces and replacements until final accgptance.
MEiHOD O� IV9��SUR�M�N�
� 10-4.1 Underground duct shall be measured by the lin�ar #eet (rneter) of d�rct installed, measured in
place, campleted, and accepted. Separate meas�rement shall be made for the �arious types and
sizes.
BASIS �� PAYlil1�NT
114e5.1 Paymer�t will bs made at the contract unit price �or each type and size of single-way or multi-
way duct compieted and accepted, This price shall be #ull compensation for furnishing al1 materials
and for all preparation, assembly, and installatian of #hese matErials, and for all labor, equipment, taols,
ancE incidentals necessary �o camplete this item.
Payment will be made uncier:
Item L-110-5.� Single-Way or Multi-Way Electrica{ Duct--per
I#em L-� 10-4
FTW QQ244
i L
Fed.Spec.W-C-571
Fed.Spec.W-C-� 094
Unden+vri#er�
Underwriters
Underwriters
Underwriters
linear foot {meter)
MAT'�R1AL R�QUIR�MENTS
Conduit and Fittings, Nonmstal, REgicf;
{Asbestos-Cement or �ire-Clay Cement), (F�r Electrical Purposas)
Conduit and Fittir�gs; Nanrr�etaHic, Rigid,
(Plastic)
Rigid Meta] Canduit
Labora#ories
Standard 6
Fittir�gs for ConcEuit and 4utlet Baxes
Laboratories
5tandard 514
lmpregnated-Fiber Electrica� Condui#
Laborataries
Standard 5�3
Intermediate Metal Conduit
Labaratories
Standard 1242
END O� IT�M L-110
FTW (10244
Item L-� 1 a-5
nno�i�i���'��t�s ro
IT�1�lI L-i�� I�J�T�4LLA7'f��1 �F �1JIEDIIEIVI INT�E�����
"TAXIIN�4Y LI�k�T� - BA��E IUI�U�1�E€�
71��s sp�cia! s�e��f�cation rrtodi#ies, arr��lities, or am�r�ds th� techni�al spec�fi�atians and pians
ar�d take� �r�cet���r�e +�ver �h��m ar� the ev�nt o# any [fis�re�s�cY-
1. Delet� 121-�.6�b}.
�, Par�graph 1�1-�,8 — D�le#� r�tete�ce� to beam �t+Ju��r�er�t.
I#em L-��1-i���1-1
FT+fV 402��
����� IR����LLAiION �� �1�N1�dAY �i�� i�X1rdVAY
�IGF�'i �IXiU#��S - �ASE MOUNY��
DESC�IPTIOIV
:. 9���1.� This item shall consis# of runway and taxiway lights for series circuits, base mounted with
cancrete backfill, furnished and installed in accotdance with this specification, atthe iocatians and in
�� conformity with the damensions, design, and cletails shown an the plans. This item sha11 include
� furnishing and installing the light bases in concrete backfiill, maunting the fight units, conduit lead-ir�s;
and transfarmers and kamps. This item shall also incf�de all wire and cable cannections, the testing
,� of the installatian, the adjustment af tF�e Eight beams, and all incidentals necessary ta place the ligh#s
4 in operation as completed units fo the satisfaction of the engineer.
�QU�Pfl��Ni AND FI�E9►TERIA�S
1�1-�.1 GF��Rd�
a. Airport lighting equipment and materiais covered by FAA specifications shall ha�e priar
appraval of the Federal Aviation Administration, Airports Service, Wash9ngton, D.C.
20590, and snall be listed in the current Advisory Circular 150/5345-1, Approved
Airport Lighting Equipment, �
b. All other equipment and materials covered by ather referenced specifications shall be
sub�ect to accaptance through manufacturer's certification of compliance with the
applicable specificatian when requested by the engineer.
121��.2 Rllidlh�AY �PdD TAXI1dVAY LIGbT �IXiLIR�S
a
�
Elevated meciium intensity taxiway kights shall conform to the requirements o� FAA
5�ecification L-861 T.
Omni directional inset medium intensity taxiway lights shall co�form ta the
requirements o# FAA Specificatian L-852T.
c. Taxiway centerline light fixtures shall conform ta the rec{uirements of FAA Specificatio�
1�-$52A (bidirectional, narraw beam) on straight sections of taxiway ar�d �-852B
(bidirectional, wide beam} on curved sectians.af taxiway.
d. Semiflush hig� intensity runway edg� lights shall conform to the rec�uirements of FAA
Specificati�n L-850C.
Each unit shall be fumis�ed camplete with a lens assembly, color filter as required, fixture, lamp,
mounting assembfy, �ase, transformer and all other incidentafs necsssary far proper oPeration af
the u�it.
���-�.3 IP�SULAiItdG T��NS��RIV��F�S. Insulating transformers shall conform to the
r�quirernents of FAA Specification L-830.
liem L-121-1
FTW 0024� -
121.��4 �ICH� �AS�S AND TR�N5F�ORM�� b�US1NGS. Light bases and transformer housing
shall canform to the requirements of FAA Sp�cificat�an L-867 and L.-868.
121 ��.5 iA��. Rubber and �lastic electrical tapes shall b� 5cotch Electrical Tape Numbers 23 and
88, r�spectively, as manufactured by th� Minnesata Mining and Manufacturing Company, or an
approved equal.
121�2.6 CONCR��'�. Concrete for backtill shall be proportioned not leaner than a 1-3-6 mix by
valume and shalf have a compressive strength of r�ot less than 3,4p0 PSI. Approved clean
aggregate shall be used to �roduce the concrete.
129 -2.7 COFd�UI'�, Rigid stee! conduit and fittings shall confarm ta th� requirements of �ed. 5�aec.
WW-C-5$1.
121-2.� SQU�EZ�, COPJN�CYORS. Sque�ze connectors, if speci#ied, sfi�all be equal ta Crouse-
Hinds Company, type CGB cable cannecior with neoprer�e rubber bushing.
'121 n�.9 ���5. Large radius bend tess, if specified, shal! be equal to Crouse-Hinds Company No,
ET-43.
CONSiRUC`TION Ni��bO�S
'i��-3.1 P�►4C1NG iH� �1GH�S. T�e iaxiway lights st�all be installe� at the approximate location
indicated on the plans. The �xact location shall be as dir�c�ed by ti�e engineer.
121-3.2 CONC��T� �RCKI�ILL. The light bases shall be installed on undisturbed soil�witt� a
concrete backfill having a diameter of at least 24 inches. Concrete shai� be poured in place, and the
top of the cancrete shall slope away from the flange porkion a# tf�e �ase so that a minimum of
concrete is exposed abave the lev�led soi! area around #he base.
12i�3,3 LEV��IlVG. The base shall be adjusted and firmly held in place so that the machined
�pper surface of the base flange shall be le�el within two degrees.
121-3.4 I��NYI�ICATI�N NUFN��R. Ar� identifying number shall be assigned to each unit.in
accardance wi#h the plans. The pfacing of numbers to identify the unit shall be accom�lished by ane
of the follawing methods:
a. Number of 2-inch min�mum height shall be star�ciled with bfack paint on the runway
side of the base piate.
b. A non-corrosive metal disc of 2-inch minimum diameter with numbers permanently
stamped or cut ou#, �shali b� attached to the fixture by at least two screws or shall be
installed under the head of a base plate i�olt.
c. Number �f 3-inch minimum height shal[ be impressed on a visible portion of concrete
backtill.
12� d3.5 CA��� �Ni�A�lCE. Cabls will be instailed between the high intensity runway light units
as a separat� item under Item L-1�8, "Installation of Underground Cable for Airports." The
ltem L-121-2
FTW 00244
contractor shall bring this cable into the bases as shown on the plans. I# specified, the cable
entrance to the base �or to conduit or tee leading into the base) shall be sealed by squeeze
connectors. Gal�anized cast iron conduit reducers sf�all be used where required. Where squeeze
connectors are specified they shall be provided with a rubber bushing o# corr�ct size to fit the
outside diameter of the cable. The conn�ctors shall be tightened sufficiently to provide a watertight
seal without deforming the insulation ar�d sheath of the cable.
121 �3.6 CA�L� CON�lFCTIOI�S. Underground cabl� will be installed as a se�arate item uncier
Item L-108, "Installation of Underground Cable for Airports." The contractor shall connect the cable
to the transfiorm�r. The contractor sha�l lea�e sufficie�t slack in the cable to permit connections to
be macie above graund. The Cannectian of the transformer ieads ta the undergraund cable supply
shali be made by one af the following methods:
a. DIRECT CONNECTiON, The transforrr�er primary lead �connectors shall be plugged
directly into mating connectors of Field-Attached or Factory-Molded Plug-In Splices on
the supply cables, w�ichever is called for o� the plans. The splices shall 6e attached
to the supply cables as specified in Item L-108.
�. PIGTAII.SPLICING LEAD CONNECTION. When the pfansspecifythat{�igtaif splicing
leads are to be supplied with the transformers, the pigtail leads shall be connected to
the supply cabie by means of either a Cast Splice or a Vu{canize� Splice, whichever is
called for an the plans. The splices shalf be rrEade as specified in Item L-108.
The jaint where the transformer mating connectors come together shall be wrapped with at least two
fayers of plastic tape, or�e-half iapped, extending at least 1-1/2 inches each sicie of the joint,
i��•�3.7 ASSEM�LING iHE UNIi. The taxEway Hght sl�all be assembled and connected in
accardance with the manufacturer's installation instructions. The transformer secondary leads shall
be conn�cted to the lamp leac�s by means of a disconnecting plug and receptacle and ihe joint shall
nat be taped. A lamp, or lamps, of the proper rating shall be installed in the fixture. The distaRce
from finished grade ta the #op of the fixture shal{ Y�e as indicated on the plans, but in any e�ent shall
not exceed 34 inches.
121-3.� L�VI�LII�G AMD �EAiVi �DJUSTiU��Ni. The fixture shall be feveled #o within ane degree.
Leveiing shall be accomplished as recamrn�ended by the manufacturer.
After leveling, the contractor shafl adjust eaeh optical system in accardance with rnanufacturer's
instructions. Ti�is shall include the adjustment and orien#ation af all lights. Final adjustment shall be
made at r�ight and shall be to the satisfaction of the engineer.
�2f�3.9 T�STS. The installation shall �e fiully tested by continuous operation for a period of not
less than 1/2 hour as a campiet�d system prior to acceptance, and these tests s�al� include the
functianing of each cantrol nat less than 10 times. The complsted circuit shali be tested in
accordance with the applicabls �rovisions of Item L-108, "Installation of Underground Cable for
Airports."
iV��iHOD OI� iVIC�f�SUR�iVi�NT'
Item L-121-3
FTW 00244
121 �4.1 The quantity of fights to be paid for under this i#em shall be the number of each type of high
intensity runway lights installed .as comple�ed ur�its in place, ready for operation, an� aecepted by
the engineer.
BAS15 O� PAYM�N�'
9�1��.1 Payment shalE be made at the contract unit price for each complete medium Entensity
taxiway light installed in place by the cantractor anc{ accepted by the engineer. This price shall be
ful! compensation for furnishing all materiaks; for all preparation, assembly, and installation of these
materials; and for ai1 labor, equipment, toals and incidenials necessary to complete this item.
Payment will be made under:
Item L-121-5.1 Medium [ntensity Elevated Taxiway Edge Lights, Including lsolation
Transformer, �amps, and Connections - per each.
Item L-121-5.2 Omni Directiona) Inset Medium Iniensity Taxiway Edge Lights, ]ncluding
Isolation Transformer, �amps, and Connections — per each.
Item L-121-5.3 Taxiway Genterline Light Fixtures, Bidirectional, Narrow Beam, Including
Isolation Transformer, Lamps, ar�d Cannections — per each.
Item L-121-5.4 Taxiway Centerline E.ight Fixtures, Bidirectional, Wide Beam, Including
I�olation Tra�sfarmer, Lamps, and Connections — per each.
Item L-�21-5.5 Semiflush High Intensi#y Rur�way �dge Light, Including ]so�a#ion
Transformer, Lamps, and Cannections — per each.
Item L-�21-5.fi Type L-867 Light Bases in Concrete — per each.
Item L-12� -5.7 Type L-8fi8 Light Bases in Concrete — per each.
Item �.-121-5.8 �oad B�aring Cover for Light Bases with Fasteners -- per each.
END OF SECTlON
Item L-121-4
FTW 00244
���N��������� ��
�T�n� ����5 II��T�4�.L�4TI��1 �� �1RFI�LD �UID�4i��E �iG�N�
Thas spe��ai �p�c4ficatior� rnodlfies, ampiifi�s, �r arnends t�t� tech�i��l �p��M#i�2�#�or�� an� pla�s
�nd 4�kes prec�den�� over #�errk in t�e even# oi ar�� discr��a��y.
1. I�e1e#� � ��-3.7 (a){�}.
�, Par�gr�.pE� ���-4.7 — A�rfiel�t C�uid�nc� Si�ns an�i �oncr�te Pad� shali �� cvnsidered
as � singl� wxe�n for al� si�r�s in each a1 tr�� ba�e �i� an� bi� a�tern�i�,
�. Qe�et� ��5-�.� Xhrout�h ���-�.4. 7he 4�as�s for paymor�t �n Airtke�� ��i�2���e �rgns
�E���1 be � l�mp sun7 for �ach a� tl�� i�ase bid ��td bid al�e��aie.
. r
� '
1
, i
,1
.!
.�
�te�Yl �-1��J-�io�-1
�rwoa�a�-�
Ii�M L�12� lfV�iA��/�i`l0�! OF A�RFI��� C�I�I�A►NC� SICfVS
��S�RI�'T ION
1�5-1.1 ��N�R�L. This section shall consist of all light�d signs f�rnished and installed in
accordanee with the project plans and specificatio�s and #he ap�licable advisory circular.
a. The signs shall E�� instalied at the locations and in accardance with the s�imensions,
design anc� details shown on the plans. ft is the int�nt and �meaning of the plans and
specifications that the con#ractor shall provide an -electrical installation #hat is
complete, inclut�ing all items and appurtenances necessary, reasonably incidentai or
custamarily included, e�en though each and every item is nflt specifiieally called out
or shown.
h. Installations and construction under these provisions shal! be coardinated with the
Engineer.
This item consists of both ne►nc signs and rPlacate� signs. Where la�at signs are
ret�uired, the contractor shall furnish new L-858 signs anc� all auxiliary new items
required to place the sign in service. Where a relacated sign is needed, the
contractor shall refurbisi� the designated sign and reinstall at the indicated iacaiion,
Tt�e refurbishment of all existing signs shaEl include cleaning, adding new madules,
face panels, r�ew lamps and isalation transformer where required, repair ofi all
def�cient components, reinstallatian on the foundation with L-857 base, required
cable cannections, incidentals and testing ne�cessary to place the sign in aperatian
as a complete unit to the satisfactian of the ow�er. �
1��-1.� Airport ligh#ing equipment and materials covered by Fed�ral A�iatinn Administratian
{FAA) specifications shall �ave the prior appro�al af the FAA and shall be listed in the latest
edition of Advisory �ircular {AC) 150/5345-1, Appraved Airport Lighting Equipmen#.
a. All Ad�isory Circular referer�ced in this specifiication shall be the latest editian.
b. Additional details pertaining to specific systems co�ered in this specification are
contained in the latest editior�s af the FAA Advisary Circuiar listed below.
1. AG 15016340-18C Standards for Airport Sign Systems
2. AC 15015340-44E Specification for Taxiway and Runway 5igns
725-'1.3 Equipment and material coverecl by FAA specificatEons shall be as specified by
reference number, Wnere I#ern L-108 and Item L-170 are referred to i� this specification,
reference is made ta Item L-108, IRstallation of Airport Underground Cable and Item L-190,
Installation of Airport Underground Electrical Duct sections of praject specificatians.
�QUIPiw�Ni ANb f1�Ai�RIAL.
12�-2.� C�N�R�oL. All commercial items of electrical equipment not covered by Federaf Aviation
1#em L-� 25-�
FTW 00244
Administra#ion specifications shaH con�orm to t�e applicable rulings and standards o# the National
Electrical Coda.
125�2.2 EQUIPIV��NY AND MAiFRIALS I�OR AIR�'I�LI� GUI�ANC� SIGNS SYSY�M
a. GENERAL. Signs shal! be internally lighted and shal{ comply witn rec}uirements of
AC 15Q/5345-44E.
1. Signs shall be provided with the require� transformers and regulators.
2. The signs s�all be instalfed on a B.6 ampere power s�ppiy circuit and shall be
considered a part of the taxiway ecfge fghting system for electrical pawer
sUppfy.
b. INSULATING TRANSFORMERS. insuRating transformers for sigr�s shall be �AA
type L-830 of wattage recomrnended by sign manufacturer far patticular sign
instaliation and shall compky with requirements of AC 1 Sa/5345-47A.
c. BASES. lnstall one L-Sfi7, 16" base in sign support pads complying with
requirements af AC 15Q/5345-42C. �ase cover shall be as indicated on plans.
cf, CONGRETE PADS. Install reinforced concrete pad for signs as indicated on the
plans and in accord wiih sign manufacturer's recommendations. Pad construction
shall conform to requirements of �tem P-61 �.
125�2.3 AIRFI��D GUfQANC� 51GN�.
a. TYPE L-8�8Y D[RECTION, DESTINATION AND BOUNDARY 51GNS.
1. Signs shall be Lumac�rve as manufactured by Standard Sigr�s Inc., Cleveland,
Ohio.
2. Sign letters, numerals or arrows shal{ be 15 inches �igh and be pro�idEd on
each fiace af each sign as shown nn the pkans. Sign face panels shal! be bla�k
or internally lighted character panels.
3. Signs shall have a black legend. on a yellaw backgrou�d,
4. Where no information is required on one sig� fiace, the Contractor shall provide
a blank sign face using indi�idual blank panels as inc�icated an the plans.
b. TYPE L-858� TAXIWAY AND Rl)NWAY LOCATION SIGNS.
1, Signs shall be Lumacurve as manufactured by 5tandard Signs Inc., Cl��ela�d,
Ohio.
2. Sign letters, r�umerafs or arrows shal! be � 5 inches high and be provided on
each face af eac� sign as shown on the pfans. Sign face panels sha31 be blank
Item L-� 25-2
FTW 00244
or internally I�ghtecl character panels.
3. Signs shall have a yellow Isgenci ancf bardar on a black background.
4. Where no information is required on one sign �ace, the Contractor shal! provide
�a blank sign fiace using ind�vidual blan� panels as indicated on the plans.
CONS I'RUCiION MEiFi�pS
i25�.1 G�N�RA�. lnstal! ducts, cables, counterpoise and supports necessary to insur� a
camplete and apera�le electr�cai instailatian for lighted signs as specified and shown o� the plans.
a. Install ar�d mount the equipmen# ta compfy with the r�quirements of the I�ational
Efectric Coda, item L-108 and Item L-110, of these specifiications.
b. General Cable Installation Requirements.
1. The primary cable shall be connected to the sign arrd transformer as shown on
the plans.
2. Prir�ary cable slack.shall be pravided �t each sign. In general, enough slack
i shal� be left in the eable to permit installation abo�e ground of the conneetions
� l betwEen the {�rimary cable and the insuEating transformer primary leads
� c. DEMOLITION AND SALVAGE. At locations r�oted on the pians, the follawing s�all
. be required: �
' i. Existing signs, cabies aneE other ma#erials identifii�d as salvageable by the GM
a shall be remo�ed. 5alvageal�le materials shail be delivered to Ow�er sa�vage
area or disposed of as directed by the �nginaer.
�25-3.1 A1R�l�LD GUIDANC� SIGI�lS SYSTEM
a. DESCRIPTION. The signs shall be located as indicated on the plans.
` 1. All sig�s shail be oriented so that the faee of the sign is approximatefy 90
. degrees to the direction of the taxiing paths from which it is �iew+ed, unless
� .
otherw�se shawn on the plans or directed by the Engineer.
. 2. Sign installatior�s sha[� inclucie furnishing and installing of signs, transformer,
and mounting assemblies. Installatio� shall also inclucie ail cable connections,
� all lamps, regulators, all internal ar exter�al conciuit ar�d wiring and all
incicientals necessary to place the signs in operation as completed uniis.
� 3. LOCATION �F AIRFIELD GUIDANCE SIGNS. Signs shall be installed in the
lacatians as shown on the plans. Deviatians/c�anges shall only be made with
prior written approval afi the Engineer.
�
4. knstall in accordance with AC 150/53�5-44E and AC �50/5340-18C.
�
FTW OQ244
Item L-125-3
�
M�iFiOp OF M�ASU€��M�Ni
rt25��4.1 The number of items Gsted below to be paid fo� shall be measured by the unit, fnstalled
and accepted by the Engineer:
Airfield Guidance Signs
Cancrete Pads
Ths Contractar shall be respansible for furnishing and instalfing all markers, tape, and incidentais
required for the i�stallatior�. T�ese incidentals shall be considerEd subsidiary_
The quantity of new or reiocated signs to be paid for under ti�is item shall be the number of each
type of instaEEation, installed as a com�lete unit in place, reac�y far operatian and accepted by the
Engineer . �
The quantity of new modu�es to be paid for under this item shall be the number of mad�les
instaffed as completed ur�its in place, ready for operation, and accepted by the Engineer.
T�re q�antity af concrete pads or pad extensian to be paid fc►r under this item shall be the number
of �ach type of installation, insta4led as a compl�tEd unit i� place, ready for o�eration and
accep#ed by the Er�gineer.
B�SIS FOR �AYM�iV�'
Y25��.1 The items cav�red in Section t25-4.1 will be paid for at th� cantract ur�it price p�r each.
This price shall be full compensation far furnishing all mater'rals, labor, equipment, toals, and
incider�tals necessary to cflmpleie the work.
Payment wiff be made t�nder:
Item L-125-5.� Removal and installation of Refurbished Signs in p�ace -per unit .
Item L-�25-�.2 Instaliation af New Module on Refurbished Signs in ptace - per unit.
Item L-�25-5.31nstaliation of New Two Madule Sign in place - per unit. .
It�m L-125-5.41nstallatior� of New Sign Foundations in place - per unit.
END OF SECTfON
Etem L-125-4
FTW 00244
ITEM L-I18 1NSTALLATION OF �UNWAY AND TAXIWAY
RETROREFLECT�VE MARKERS
DESCRTPTION
118-1.1. This item shall consist of runway and taxiway retroreflective markers furr�ished and
installed in accordance with this specification at the locations and in conformity with the
dimensions, design and details shown on the plans. This item shall incl�tde the furnishing af a11
labor, materials, equipment and incidentals necessary tn install the markers as completed units to
the satisfaction of th� Engineer. �
EQUIPMENT AND MA.TERiALS
118-2.1 GENERAL
a. Aix-port lighting equipment and materials c�vered by the FAA specifications shall have
the prior approval of the Federal Aviatian Administratiori, Airports Service, Washingtan, D.C.
2059I and shall be listed in Advisory Circular 15Q/5345-1, Appraved Airport Lighting Equipment.
b. All other equipmen� and materials covered by otker referenced specifications shall be
subject to acceptance throug3� tk�e manufacturer's certification of compliance with the applicable
specif�cations.
c. Al1 materials and equipment for which na referenc� specification �.as been shown shall
be of the highest con�unercial quality available.
1.18-�.� RETROREFLECTIVE MARKERS. Retroreflective markers shall conform to
FAA 5pecification L-$33, "Runway and Taxiway Retroreflective Markers" ar�d shall be af the type
and calor(s) shown on the plans.
ll8-�.3 ADHESIVE. The adhesi�e used to secure the markers to the pavernent shall be a
two-�art epoxy seaiant furnished with the markers.
1 X 8-�.4 TEMPLATE. A template �hall be provided to assure that the thiekness of the
adhesive between the bottorn of the marker and the pavement is in accordance with the installatior�
details in paragraph 118-3.4. The template shall be furnished by ihe manufaciurer of the marker
u�ess otherwise approved by the engineer. The use of any template other �han that furnished by the
manufacturer shall be approved by the engineer prior to its use.
; _�
�,-i r ssw-i
CONSTRUCTION METHODS
118-3,1 GENERA.L. Th�: markers shall be installed at the approximate Iocations shoum on
the plans. The exact locations shail be as direeted by the engineer.
118-3.2 PAVEMENT PR�PA.RATION. The pa�ement sha�t be dry and free of any oil,
grease,dirt loose particles or other materials wh�ch migk�t adversely affect tlie bonding of the
adhesive ta the pavement surface. All pavement surfaces on whieh ti�e markers are to be glaced
shall be cleaned of any loose ma�erials or dirt by the use of broams or power broorns prior t� ihe
placing of the� ac�hesive.
11$-3.3 ADHESIVE. The adhesivE shall Ue furnished wi�h the markers and shall be �nixed
in s�z-ict accordance with the manufacturer's insfi-uctions. Any adhesive mixture which hecoines too
viscous to extrude freely at the edge of the marker shall be discarded.
].1.8-�.4 MA1tKER PLACEMENT. The pavement area on which fhe marker is ta be placed
shall be covered witk a sufficient quanti�y of the adhesive, using the template furnished by the
rnanufaciurer ar fabricated by the contractor. Any irregularities in the pa�ement surface shall be
filled �vith the adhesive. Any voids in the adhesive shall be eliminated by applying pressure on the
marker until it is in firrn contact with the pavement, Prior ta applying pressure, the thickness of the
adhesive shall be between 1/1� and 1/8 inch, which is determined by the template furnished by the
manu#'acturer or �abricated. After tkae marker is in its final pasition, any excess adhesive shall be
reznoved and �he reflective faces cleaned in accordax�c� with tlze manufactuzer's instruction�.
l I8-3.5 INSPECTION. Tl�e completed installation shall be inspected at night using a light
source approved by ih.e engineer.
METHOD OF MEASUREMENT
ll8-4.i. The quantity af retroreflective markers to be paid for �nder this itern sha11 be the number
of eacka type and color ii�stalled as completed units 'tn p�ace, ready for service and accepted by the
engineer.
BASIS OF PAYIVIENT
118�5.1. Payrnent shall be nnade at the unit price bid for each retroreflective marker installed in
pl�c� and accepied by the ei�gineer, Thzs price shall be full compensation for furnishing all
material�; for all preparatian, assembly and insiallation of these materials; and for all labor,
equipment, iools and incidentals necessary ta complete this item.
Payment will be made und�r:
L-11$-S. I Installation af L-853 Retraz�eflective Markers - per eaeh
L-i 1 ssw-z
?4��)DIFI�'ATI(�1�'� '�'�
E�~�:�� n���� rir� r���� �����n� ��.a�r�s .��n c�������Ts
I R
TjIE �}!'OV1�3C]i3;� C1f I��171 L�-�{}� s�,ail be appiicabi� �x:.ep� �� t�,c��i�ie� �� i��aii��v�s:
'�{1'1-�.1: �'Epc l� �ic �sed ���slE l�e R��f1FC]�C�L� ��13Cf�1� Y1�3� CO11f01'�11111�" t0 C17�: i'CL��kll'GR�CYiiS
O� :��F�� � �{].
I�elci� a�� c��l���� ������ o�'�ij3e ]isi°e�.
7��-4.�: f�eje��,
741-�.3: Dcl�le,
7�11-�.] : Ya�siienl v�ri11 be in�de und�r:
l��.m 7{}1-�.1
I rei�17� 1-�. ]
Fte�Yti 7L� E-5. ]
l�e�i� 70 i -�.1
l�e�� 701-5.�
�Ul-�.�: L��:1etc.
70�-5,3; De�l�ie,
I � �
2�A", Cl�ss Ili ��C'Y Lat�ral� -- per li��e�r f�at
��FF} C:lass 111 R�.P -- p�r ]iiYcnr foot
��", C`]��� 111 RC�' _� pe�� li�z�ar i'�c��
b�"', C�ass l�l I�C'Y -- �cr lii��ar f.00t
b�", ��ass il� l����' -- pct� Eit��sr #o�t
I �� J
s'
I�-�{]� �i��'�
�
5/20/98
AC 150/5370-14A CNG 1 �
ITEnII 9��07 �IP� ��R Sf��M ��I�S A�� CU�!l�RYS
DESCRIPTIQR�
7U1-I.1 Tlvis item shall consist of the constructioa of pipe ciilverts and s�orm drains in accordance with these
specifieatians and in reasonably ciose confornvty with the lines and grades shown on the pkans.
I�YAi�FlLALS
701-2. i Materials sha� meet the requiremen#s shawri on the plas� and specifiec! belaw.
7U1 2.2 P1PE.
Metallic Coated Corrugated Steel Pipe (Type I, IR or II}
Galvanized ,Steel Corrugated Stiuctural Piates
and Fasteners for Fipe, Pi�e-Arches, and Arches
Polymer Precaated Coriugated SEeel Pipe for Sewers and ➢rains
Post-Caated an$ Linea (Bituminovs or Cnnerete)
Coirugated SteelSevver and Ds�auiage Pipe
Fiber-Bortded Asphalt, Composite Coated, Cornigated 5tc�l !'ipe
Corrugated AIuminum Allpy Culvert Pi�ae
Vitrified Clay Pipe
Non-Reinforced Cancrete Pipe
Reinforced Concrete �ipe
Reinforced Concrete D-Load Pipe
Reinforced Concrete Arch Pipe
Reinforced Concrete �ilzptical Pipe
Precast Reinforced Cancrete Bqx Sections � '
Poly (Vinyl ChEoride) Ribbed Drain Pipe & Fittings
Based an Contralled Inside Di�neter
T'oly {Vinyl Cfilaride) (PVC) Corrugated 5ewer Pipe
With a Smootli Tnterior and Fitting5. .
Bituminous-Coated Corrugated Metal Pipe and Pipe Arches
Biivminous-Caated Cflrrugated Alwminum Alloy C�lvert Pipe
Bituminous-Caated Structural Plate Pipe, Pipe Arch, and Arches
Alniminum Alloy Struch�ral Plate for �ipe, Pipe Arct�, and Arches -
Polyvinyl Chloride (PVC) Pipe ' .
Corrugated Polyethylene Drainage Tubi�sg
Corragated Polyethylene Pi�e
Poly (Vinyl Chloride) (PVC) Profile Wall Drain Pipe and Fittings Based
on Controlled Inside Diameter
ASTM A 760
A5TM A 761
ASTM A 762
ASTM A $49
ASTM A 883
ASTM B 745
ASTM C 700
ASTM C 14
ASTM C 76
A5TM C 655
AS'I'M C �06
�1STM C 507
ASTM C 789 and C S50
ASTM F 794
ASTM �' 949
AA5HT0 M 190
AA5HT0 M 140 and M l96
AASHTO M lb7 and M 243
AASHTO M 2I9 .
ASTMD 3�34
AASHTO M 252
AASHTO M �94
AASHTb M 304
70I-2.3 CONCRETE. Concrete for pipe cradles shall have a myn;mum cornpressive strength of �Q00 psi (13.8 MPa} at
28 days and eanform to tise requirements of ASTM C 94.
701-2,4 RLJBBER GASKETS. Rubber �gaskets for rigid pipe shali canfarm ta the requrrements of ASTM C 443.
Rubber gaskets for PVC pipe silall conform to the requu'ernents of ASTM F 477. Rubber gaskets for zinc�oated steel
pi}�e and precoated galv�nazed pipe shail cnnfarm to the requirements of ASTM D 1D55, far the "RB" clvsec3 cell grades.
70I-Z.5 .�OINT MORTAR, Pipe joint mortar shall consist of one part portland cement and two parrs sand. The
portiand cement shall conform to the requirements of ASTM C 130, Type I. The sand shall co�orm to the requirements
af ASTM C 144.
2fi 1
AC '{ 50/5370-1 QA 2�� ��8�,
7U1-2.6 DAK[FM. Dakui� far joizits in'beIl and spigat pipe shall be made from hemp (Cannabis Satit�aj line, or Benares
Sunn fiber, or #'rom a cornbinat�on of these fibers. Tiie oakum shal] be thoroughly corded and finisheti.
7U1-Z.'� dOINT FIL�ERS. Poured fiIler for joints shalZ conform to the requisennents of ASTM D � f 90.
701-2.$ PLAS'I�C GASKETS. Plastic gaskets shall cQnforrn to the requirements af AASHTO M 19$ ('I"ype $).
741-2.9 COIYIpRESSION .�OINTS. Matez'ial,s for comgression joints for vitrif�ed clay pipe shall meet the requirements
of ASTM C 42�.
**********�***�***���*******�****�********�x***********�***********�x***�**�*****************
ASTM C 789 aud C 850 are prim�rily maniufacturing speciiic�ons. The bax section dimensions,
compressive strength of the concr9ete, and reinfnrcen�ent detaiLs shown in the specitications ha�e
been designed for a Combined earth dead load and AASHT� � 520 li�e load conciition. A
maciified design will be necessary when aircraft laadings are greater than #he H52Q loading.
**�*�***+*��*�**:��**��x���:**�����***�**��x*�:�*�*�***:�*����*:�*:��*:�***:�*���*�**+**�************
co�sTRucTio�u �ErHoos
7U1-3.1 EXCAVATION. The rvidth of the pipe irench shall be sufficient to permit satisfactory jointing of the pipe and
thomugh tamping af the bedding material under and azound the pipe, but it s�ail not be l�ss tt�n the etirtemal diameter of
khe pipe pl�s 6 inches (1S0 mm} on each side. The trench walls shall be appro�a.matel�verticai.
Where rock, hard�an, ar other unyielding material is encountem.d, the Contractor shall remove it from beiow the
founda#aan grade for a depth of at least 12 inches (300 mm) or on�e-half inch (12 mm) for eath foot of fill over tha top of
the pipe (whiche�ver is greater) but for no mare than three�uarters of the nominal diameter t�f ti►e pipe. Th.e widih of the
excavation shall be at least I foat (30 cm) greater than EE�e harizontaI outside dia�neter of the pipe. The exca�ation below
grade shall be bacldi3led wi.th seleeted fine compressible material, such as silty clay or loam, and �ightiy compacted in
layers not over b inches (150 rnm) in uncompacted depth ta form a uniform but yielding foundatian.
Where a firm fotir►dation is nai encoun#ered at th� grade established, due ta saft, spongy, or other unstable soil, the
unstable soi! sha�l be removed and replaced with approved granular material for the full tremch width. The Engineer s3�1
detentune the depth oi removal necessary. The grai►uiar mater�l shalZ be campacted to pravide adequate suppart for the
p1�: .
Tfie e�cavation for pipes that as'e placed in emba,nkment fiIl shall not be ma�e until the embanlcment has been completeci
to a height above the tap of the pipe as shotim an the plans.
701-3,2 B�DDING. The pipe bedcfing shaIl conform tn the class specified on the plans. When no bedding class is
specified or detailed an the plans, d�e requirements far Class C bedding shall apply,
�. Rigid Pipe. Class A t�ecEding shall cansist of a contin.uons concreEe cr�edie canforming to the plan det�ils.
Class B beclding shal� consist of a bed of granular material having a thiclrness of at least 6 inches (15Q mm) belaw the
bottom of tt�e pipe and e�ctending up around the pipe for a depth of not less tizan 30 percent af the pipe`s vertical autside
diameter. The la�er of bedding material shall be shaped to fit the pipe for at feast 10 percent of the pipe's v�z'tical cliameter
and shall have recesses shaped ta z�ceive the bell of beil and spigot pipe. T'he bedding material 5haI1 be sand or selecCed
sandy saii, alI of which passes a 3/8 ineh (9 mm) szeve and not more than 10 percent of which passes a No. 2U0 (O.D75
mm} sieve.
Class C bedding shall consist af bedding the pipe in its natuial fouridation to a depth of not less than 10 pezcent of the
pipe's �ertieal outside diameter. The bed shall be shaped to fit the pipe and shall have recesses shaped to receive the bell
of beu and spigat pipe.
262
2/9�l�9 A� �50/53i0d10A
b. Fiexibie Pipe. For flexiiole pipe, the bed shaII be raughly shaped to fit the pipe, and a bedding
` blankei of sand or f�e granular material sha11 be provided as follows:
Pipe Corrugatian Depth IvZinimum Bedding
Depth
in. mm ia. mm
1/a 12.5 _ l ZS.Q
1 25.0 2 50.0
2 5�.0 3 75.0
21/z 62.5 3 �/� 87.5
c. PVC and Palyet�ylene Pipe. For PVG and polyethylene Qipe, the bedding ztsaterial shall aansist of
coarse s�nds and gravels with a maximum particIe size of 3/4-inch {t3 mm). For pipes installed under paved
areas, no more than i2 percent of the material shall pass the No. 200 (0.075 mna) sieve. For all other areas,
na more than 50 gercent of the material shali pass the No. 200 (0.075 u�m) sieve. T1se bedding shall have a
thickaess af at least 6 inches (1S0 mm} belpw the bottom vf the pipe and extend up around the pipe for a
depth of not lesa than 50 percent of the pipe's vertical outSide diameter.
'�01-3.3 LAYING PII'E. The gipe Iaying shall begin at the Towest point o#' the trench and proceed up-
g�ade. The lower segzuent of the pipe shall be in contact with the bedding, thraughout its fu11 length. Bell or
groove emds of rigid pipes and outside circumferential laps af tlexible pipes shall be placed facing upgrade.
Paved or partially lined pipe shail be placed so that the longitudinai center Iine of th�e paved segment coin-
cides with the flow Iine.
Elliptical and elliptically reinforced pipes shall be placed with the manufacturer's top of pipe mark within
izve degrees of a vertical plane through the longitudinal aacis of the pipe.
�O1-3.4 JOINING PYPE. 7oints shall be made with (1} portlaz�d cement mortar, (2) portland cememL
grout, (3) rubber gaskets, {4) oakum and rnortar, (5) oakum and jois�t compaund, oz {6) plastic gaskets.
Mortar joints shall be made with an excess of mortar to form a continuous bead around the autside of the
pipe and shall be fuushed smooth on the inside. Molds ar runners shall be used for grouted joints in arder to
retain the poured grout. Ruhb�r ring gaskets shall be installed to form a flexible watertight seal. Where
oakum is used, the. joint shall be caulked with the oakum and then sealed with joint compound or mortar.
a. Concrete Pipe. Concrete pipe may be eithez hell and spigot or tongue and groove. The method of
�oining gipe-sections shall be such that the en�s are fully entered and the innez surface5 are reasonably flush
and even. 3oints sk►all be thoroughly wetted before mortax' or grout is agplied.
ts. Metal Pipe. IVietal pipe shall be firmly joined by form fitting bands conforming to the require-
arz�ents of ASTM A 760 for steel pipe and AASHTO M 195 for aluminum pipe.
c. PVC and Palyethyiene Pipe. Joints far PVC pipe shall conform to the requirernents oF ASTM
D 3212. �ittings for polyethylene pipe shall confnrm to the requi�rements c�f AASHTO M 252.
d. Vit�ified Clay Pipe. Fittings for vitrified clay pipe shall conforzn to the requirements af A5TM
C 700. Materials for compression joints shall conform to ihe requirements of ASTM C 425.
90103.5 BAC]�FILLING. . Pipes sha11 be inspecied before any backfill is placed; any pipes found to be out
af alignment, unduly settl,ed, or damaged shall be removed and rElaid or replaced at the Contractor's ex-
pense.
Material far hackf�ll shall be fine, readily oompatible soil, nx granular materiai seleeted from the excavation
or a source of the Contractor's choosing. It shall �ot contain frozen Zumps, stones that wauld be retained on
a 2-inch (SO.D mm} sieve, chunks of highly plastic clay, ar other objectionable material. Na Iess than 95
percent of a gxanular backfiil mateziaS shall pass #hrough a 1/2 inch (12 mm) sieve, and no less than 95
percent of it shall be retained on a No. 4(4.75 ma�) sieve.
�63
A� ��ol53io-�ad _ ��1il�s
When the to� of the pipe is aven with or beiow the top of the trench, the bacltfill shall be cor,uupacted in
layers not eaceeding 6 inches (ISQ mm) on both sides of the pipe and shall be brought up one foot (30 cm)
above the top of the pipe or to natural ground level, wkaichever is greater. Care shall be exer�ised to thor-
au�hly compaat the backfill material under the haunches of the pipe. Material s�all be brought up evenly on
both sidea of the pipe.
When the top of the pipe is above the top of the trench, the backf"ill shail be compacted in layers not ex-
ceeding 6 inches {1SD mm) and shall be brought up evenly on both sides of the �ipe to 1 foot (3a cm) above
the tap of the pipe. The width of backfiIl on each "side of the pipe for the portion above t�e tap of the
trench shall be equal to twice the pipe's diameter of 12 feet (3.5 m), whichever is less.
For PVC and polyethySene pipe, the backf�l shall be placed in two stages; first to the top of the pipe and
then at least 12 irzches {300 mm) over the top af the pipe. The hackfill matsrial shall meet the requiraments
af paragragh 701-3.2c.
All backf�Il sh'alI be compacted to the density requiured under Item P-152.
���}��� �� �����������
101-4.1 The length of pipe shall be measured in linear feet (meters) ai pipe in piace, completed, and ap-
proved. It shall be �easured along the centerline af the pipe from end or inside face of structure to the end
or inside face of structure, whichever is applicable. The several classes, types and size shall be m�asured
separataly. All fittings shatl be included in the footage as typical pipe sections in the pipe being measnred.
7U1�.2 The volume qf concrete for pipe cradIes to be paid for sha� be the number of cubic yaxds (cubic
meters) of concrete �vhich is eompleted in place and aecepted.
�O1-4.3 The volume of � rack to b� paid for shall be the number af cubic yards (cubic meters) of rock
excavated. No payment shall be rnade %r the cushian mate�rial placed for the bed of the pipe.
�ASIS OF ��1YRA�N�'
701-5.1 Payment will be made at the contract unit price pez linear foot (meter) for each kind of pipe of the
type and size designated; at the eontract nnit price per cubic yard (cubic meter) of conerete for pipe cradles;
and at the contract unit price per cubic yard {cubic meter) far rock excavation.
These prices shall fully compensate the Contractor for furn.i,shing all materiaIs and for all preparation, exca-
vation, and instaIIation of these materials; and for a.11 labor, equipment, toals, and incidentals necessary to
cdzuplete the item.
Payment will be made under:
Item '��01-5.1
Item 7�1-5.2
�tem 701-5.3
[ ] inch [ ] per linear foot (meter)
Concrete fpr pipe craciles---per cubic yard {cubic meter)
Rock excavation--per cubic yard (cubic meter)
� � u r * • s z� * � � � a � � � � � �v v� � * r� � �a � r� s �a * � � a � a n o � ♦ u r� s a � �u # u � s � ;a o � x�
Tl�e Engit�eer sball specify the size as�d type of gipe far each pipe size specifisd in the plans.
* a +a � s r x� � � v � � a r� � * ,o- n� a �a � � � � s s �n � s � a � � � �a s � � o * �a v 4 a � a r o a • o r � v�
iw/o0���{A� ���u«��u��Ys
ASTM A 7C0
Corrugated Steel Pipe, Metal�ic-Coated for Sewers and
Drains
264
I ; I_
5
�
II.
5�2p�gg AC 15Q/��7�-10A CHG 11,
ASTM A 761 Stee] Galvanized, Co�ugated Structural Plates and Fasteners for Pipe, Pipe-Arches, and Arches
ASTM A 762Frecoated (Polym�ric) Galvanized SteelSewer and Drainage Pipe
ASTM A 849Post-Coated and Lined (Situminous or Concr�te) Corrugated Steei Sewer and Drainage Pipe
ASTM A 88� Steel 5heet, Zin� and Arainid Fiber Campnsite Coated for Carrugated 5tee1 Sewer, Culvert, and
Underdrain Pipe
ASTM H 74� Corrugated Alumin�m All.ay Culvert Pipe
AS'£M C 14 Concrete Sewer, Storm Drain, and C�lvert Pipe
ASTM C 7b Reinforced Concrete Cul�ert, 5tarm Drain, az�d Setiver Pipe
ASTM C 94 Ready M�.Yed Concrete
A.STM C 1� Aggregate for Masonry Mortar
ASTM C 1�0 Portland Cement
ASTM C �2�
ASTM C 4�}3
ASTM C 506
ASTM C �d7
�Z'iVi C �3�
ASTM C 700
ASTM C 789
A5T'M C 8�0
ASTM D 10�6
ASTM D 1.190
ASTM D 3Q34
ASTM D 3212
ASTM �' 477
ASTM F 794
ASTM F 949
AASHTO M 190
AASHTQ M 196
AASHTO M 198
Compression ]oi�ts �or Vitrified Clay Pipe
Joints for Circul�u' Concrete 5ewer and Cu�lver[ Pipe, Using Rubt�er Gaskets
Reinfoirced Concrete Arch Culvert, Starm Drain, and Sewer Pipe
Reinfnrced Concrete ElIiptical Culven, Stozm Drain and 5ewer Pipe
Rein%rced Concrete D-Load G�lvert, 5torm Drain and Sewer Pipe
Vitrif'ied Clay Pipe, E�-tra Strengkh, Standard Strengtli, and Perforated.
Pzecast Reinforced Concrete Box Sections far CuIverts, 5tosm Drains, ar►d Sewers
Precast Reinforced Concrete Sox Secrions for Culverts, Storn► Drair�s, and Sewers wikh �ss
than 2 feet af Cover
Flexihle Cellular Materials—Sponge ar Expanded Rubber
Concrete Joint Sealer, Hot Paured Elasric Type
Type PSMPoIy (V'inyl Chloride) (PVC) Sewer Pipe and Fittings
Ioints %r Drain a.nd Sewer Piastic Pipes Using Fle�cible Elastosneric Seals
Elasto�neric Seals (Gaskets) for Iaining PLasEic Pipe
Poly {Vinyl Chloride) Ribbed Drai�n Pipe & Fittings Sased �n Controiled Insitle Diameter
Poly (Vinyl Chlaride) {PVC) Corrugated Sewer Pipe With a Srnooth Interior and Fittings
Bitiunii►ous-Coated Corzugated Metal Culvert Pipe and Pipe Arches
Corzugated Aluininucn Alloy C�lverts and Llnderdr�ir►s
Joints for Circular ConcreEe Scwer and C�lvert Pipe Using F1e.Yible Watertight CraSkeEs
Z65
AC 15�/5370-'10A CHG i'I
AA5HT0 M 219
AASHTO M 243
AASHTO M 252
AASHTO M 294
AA,SH"I'O M 304
5/2�/98,
A1w�ninum ,Alloy Struetnral Piate for Pipe, Pipe-Arches, and Arehes
Field Agplied Cnating of Carrugated Metal Structural �late for Pipe, Pipe-Arches, and Arches
Corr¢gate� Polyefhylene Dzainage Tubirig
Corrugated Polyethylene Pipe
Poly (Vinyl Chloride) {PVC) Prafile Wail Drain Pipe and Fiitings Based vn Controlled Inside
Diameter
266
�1ri�1DiF'I�ATIQ?VS T[�
���� �-�rr�� s�,c�r�r�� n���s
Tltc ��rovi�tons ai` 1�c�7rt Tl-7C}� sttial] h� a��y�li�aUle exce�� as n3o�iF�ed as fo�lo���:
702-�.� De1�.�e }3ar��;rapi� b.
7��-�.� I�el�le pw�ra�rapin b,
7�:-�.�1 l�c��ise l��is }�ara�e�pi� to read as foil�v��s;
7f�2�5.� �'il�'lll�lll 51Y;3�1 E}C E3lr�C�� �i ��ll: C011i1'�C[ L131�� �}1'1C� ��l' i]]32�r7]'
fi��4 of c��fti kir�ci crt slo�tc�f �rairY t}r�,� a��d siae �esi�,a�ai�c�, Tfne*� �r�s;e:s
sf�a�l b� full c�n�p�n�akic�n �'�r �11 �reparatit,��, exca�v��ion at�d i��sta�latio�t
of �hese a����rx�1s; �f�� a11 l�bor, �'C��.11�7I7tiEllir �oc�ls, and ���c.a�e�ita��
i�c:cessar�y to cc�r��plcte t11c itci�,
Paym�n# wi�f be n�ad� under:
Etern 7t1�-5,1 ?4"' �C�1� �f�tted r)rair� �y���rn, in p�a�e, inclu�iin� r:on�rete --
}�t'.�• li�tc:�r COC+i
ile�xr 7�)�-5,1 a�" CC�[1� �lc�tt�:d D�aitti �}'sc�r�r, in ���c�;, iyYc�u�3ng concr�l� �-
per line��- fo�t
.�
..
..,
..
�_�
5120/98
AC 1 �v015370-1 �A CHG 1 '[
���� �-%�� ��,�����} ����i��
��S��l�'�I�N
70�-1.1 This item shall consist �f khe c�nstructian of steei -slotted draias ar Casi iron slotted vane drains in
accordance with these specifications and in reaaonably ciose confarmity with the lines and grades shown on the
plans. Type detail shall be shown on the plans. �
IV�Q���I�LS
702-2.1 G�NERAL. All slotted drains sha13 meet the reguirements slaavNn oa the plans and specified be1ow. All
slotied drains shall meet specified hydraulic design requirements and shall support the loadings speci�ed.
7�2-Z.2 PTPE.
a. Steel slvtted Drain: Pipe shall be metallic coated {galvanized or aluminized steel type II) corrugated
steel type I meeting th� requirements ofASTM A760. Pipe diameter aad gage sha116e �s shown on the plans.
The eorrugated sieel pipe shall have a minimum of two rerolled annular ends.
b. Cast Iron Slotted Vane Drain. Polyvinyl Chloride (PVC} pipe shal! meet the requirements of
ASTM D 3034. Pipe diameter shall be as shown on the plans. The pipe shaIl har+e ari open slot to accept tk�e cast
irvn slQtted vane dra�in castings.
702-�.3 GRATES AND CA5TINGS.
a. Steel Slotted Drain. Grates shall be manufactured fram ASTM A 35 or A 570, Grade 36 steel. Spacers
and bearing bars (sides} shaIl be 3/i 6-inch (5 mm) material. The spacers shail be we�ded to each bearinb bar with
faur I-1/G-inch long 3/16-inch wide (32 znm (ong by S mm wide} filIet welds on each side af the bearing bae at
spacings not exceeding 6 inches (150 mm}. Thc 6rates shall be 6 inches (150 rnm} hiah ar as shown on the pians
and shaIl have a maxirnum 1-3/4-inch (45 mm) opening in the top. .
Grates shall be galvanized in accordance with ASTM A 123 except with a 2 ounce per square foot (0.61 kg per
square meter) galvanized coating.
The grates shall be fllet welded to the corru�,ated steel pipe with a minimum weld 1 inch (25 mm) lang en each side
of the grate at every other corrugation. Weld areas and the heat affectad zanes where ti�e slot is welded to ti�e
corrugated pipe shall be tharoughly cieaned and painted with a zinc-rich �paint in accarrianee with repair of darnaged
caatinbs in ASTM A 760,
Each 20-iaot (61 m} langth of drain delivezed to the job site shall be wiThin ttae following taierances: veriical bow
+�- 318 inch (9.5 mm}, horizontal bow +l- 518 inch (16 mrn), twist +l- 1/2 inch {12.5 mm).
b. Cast Iron Slotted Vane Drain. Castings shaIl meet the requiremen#s of ASTM A 48, Class 35B gray
iron. Castings shall be fu�-nished with no caatings.
Castings shall be designed to fit on open slots in 15-inch (380 mm) PVC pipe. Casting sections sha]I nat exceed
three feet (915 mm) in length. Casting sections shall have a bui2t-in �ane canfiguration with bar spacings not
exceeding 6 inches (1 SD mm). The apening at the surface shall nat exceed 3-3/4 inches {9� mm), and the vane shall
be constructec# on a radius so that the apening shail be less than, 1-1/2 incl�es {38 mm} at a depth of 1-1/2 in,ches
(38 mm) as measured verticaily frvm the surface. Casting sectians shall int�grally lock intp the concrete by use of
top and bottoms �anges and s�ear tabs. Castings shal] accept bolts for bolting sections together and shal3 accept
wire for fitting to pipe.
**a�*�a��x�$****r*��**s*��*��*�*****�********��*��**�*�**��***�*�**#�**��********�*****a�*�**s�
The Engineer should no#e that certain standard details can be f�und in AASHTQ AGC-ARTBA
publication "A Guide ta S#andardized Highway Drai�age Products", All products �sed shall meet the
266-'i
AC 9 5�/5370-10A CHG 'i 1
��za�gs.
strict airport Inading and tire.press�re requirements.
**********��***********************��r*�*��+********��*�*�****************�**************�**
'�U2-2,.3 CONCRETE.
a. Steel Slotted Drain. Concrete shalI have a minimum compressi�e strength af 1,000 psi (6.9 Mpa) at
2$-days wheza t�sted in accordance with ASTM C 39.
b. Cast Irnn Slotted VaQe Drain. Concret$ shal] ha�e a minimum compressi�e strengtlt of 3,aao ���
(20.7 Mpa) at 2$-days when tested in accordance with ASTM C 39.
[i0Z-2.3 CONCR�TE. Plain or reiniorced concrete used shall conforzr► to the requirements of Item P-61Q.]
**�**��:»*�***�**�******��:�*�+*�***�*�*�*���******�*�x�*��*******�*�*«�*********�**�*********
If design reyUireme�ts indicate the need for structural concrete, #he Engineer should include
Item P-b1.0 Structural Portland Cement Concrete.
+*�*********�*******��****�*****************���**�******�*******«*:�*�********************�*
CONSTRUCTlORI II��TH�DS
iQ2-3.1 EXCAVATTON. The width of the trench shall be sufficient to permit satisfactory instalfation and jointing
of the slotted drain and placing of a high sfump concrete back�ill material under and around the drain, but shal! not
be kess than the external pipe diameter plus 6 ineh�s (1S� mm} on each side. The depth of the trench shall he a
minimum of 2 inches (51 mm) below the invert for steel slotted drain and 6 inches (i50 mm) below the invert far
cast iron slntted vane drain.
'Tl�e trench may be roughly shaped to the slotted drain bed.
74Z-3.�, 'iNSTALLATION. Stee! sloited drain sha[l be laid in sectinns jvined frmly together wit}� caupling bands,
or as shown on the plans. Cast iron drains sha11 be wired to t�se top of the PVC pipe in the slot cut in to receive the
castings. The top of all drains shaj] ba held firmly in place to t�e proper grade, to preclude rnoveme�t cfuring the
backf lling aperation.
7p2-3.3 JOINING. 5lptted steel drain joints shail be firmly joined by modifieci hugger type bands, or as indicatad,
to secure the pipe and prevent infiltration of the backfi�l. When the slotted steel drain is banded together, the
adjacent grates shal] have a maxfm.um 3 inch {76 mrti) gap. Cast iron drains castings shall be bolted together.
�02-3.4 BACKFTLLING. 5fotted drains shaEl be inspected befare any backfill is plaeed. Damaged d�rains shall be
aligned or replaced at the exgense of the Contractor.
The slotted drain assembly shall be baek�lled with eoncrete that wil� easily flow under and around the drain ancf the
trench wail. The opening in the tap of grates and castings shal! t>e covered to pre�ent unwanted �naterial from
antering the drain during the baciciilling and subsequent surfacing operations.
I�I��HOd OF lIII�RSUR�IVI�I�i
'�OZ-4.1 The iength of slotted drain .shall be measured in iinear feet (meters) of slotted drain in piace, completad,
and appra�ed. IE shalI be measured along the centeriine af the drain from end or insirie face of structure to the end
or inside face of structure, whichever is applica�le. The several classes, types, and sizes shall be measured
separately. All fittings shall be included in the footage as typica] pipe sections being measurecf.
��,SIS �r �AYMgN'i
i02-S.1 Payment sha1l be made at the coniract unit price per linear foot (meter) for each kind of slatted drain type
and size desAgnated and at the contract unit price per cubic yard (cubic naeter) of conerete for 6ackfill.
266-�
5�20�g8 AC 15Q15370-10A CHG 11
These prices sha11 be fuIl compensation %r ali materials, all preparation, excava#ion and installatian of these
materials; and all labor, equipment, tools, and incidentals necessary to cazn�plete the item.
T
�
.
I i
� :�
�
Payme�nt will be made under:
Item 702-S.Z j j inch (mm) diameter ( gage] pipe per linear foot (meter)
****��**�*�*��:�***************�*********�**�*���*��****�*�*****�.�**********��*�:��**�x*�s****
The Engineer shall include a pay itern for eaeh s'rze and gage pipe specified for each drain type.
�*«:�:�*�*********�:***�*�***���**********x�**����**�***�**r**�*********�x�*�********��****�*�**
Item 742-5.2 Concrete for backfill-per cubic yard {cubie meter).
Y�S�IN(� �EC?UIREMEi��'S
ASTM C 39 Compressive 5trength oiCyGndrical Concrete Specimens .
AS�'M A 36
ASTM A i23
ASTM A S70
ASTM A 764
ASTM D 3034
lnformation
MAT�RI�►L R�QUfR��EN�S
Structural 5tee1
Zinc (Hok-Dipped Galvanized) Coatin�s on lron and 5teel Products
5teeZ, Sheet and Strip, Carbon, Hot-Rolled, Structural Quality
Corrugated Stae1 Pipe, Metallic-Coated for 5ewers and Draia�s
Poly�inyl Chloride.(PVC) Pipe
A guide to 5tandardized Highway Drainage Products disseminated under the sponsorship
of the Arnerican Association of 5tate Higf�way and Transpartatian Offieiais, Associated
General Contractcars, and the American Road and Transportation Builders Assoeiatian
Ii � 266-3
N��1J�F�CA�'�C�h2� `F`�
IT�h�� �-7�1 lYIA1�iH�)i,ES, CATCH BA�1?V�, �]�iaE`FS A1��D
IIV�FE{�"1'1C11V 1���}i.ES
'['his sC�ec�a! s�ec��Eca�iott rriodil3e�, a�}�l�fes, or fln��rti�s t1�e t�cl7riic�� s�,e�ificatto��� and �1�n�
ancl ��k�� pr�ced��a� ove� ��ier�� �n ihe e����i c}f �n}� d3s�rep�nc�.
14I�TH�f] �F 14iL�AS�l��A��ENT: Su�stitute lly� fc��yvwin�.
751-�.1 T3ic: q�autity o�" ta be paid for s��all bc �ls� i�uni��r of inlet�, m��rh��sl�s t�r
c��R�n�cai���7� cc�t�s�r�a�ted, c:on��}1�:�� i�3 ���ace ���c� accel�ted,
BA:�I�i [}�' PAY14�EiVT:
7�1=�.l
�'�ym��it v,�ill b� r�l�d� ti�r�de�;
[�er� D-7�]-S.'� 6' �f' Cirat�d 1t}]ei, ��rpe i�I -� �ee �:�clt
i�eni D�7� 1-5.3 �.�' x b' Gral�cl ]t�1ct, T;���e �3 -- �er �ach
�1-751 1�7(?�-1
5f2(?/S8
AC 1 5 015 37 0-1 0A CHG 11
�-��n� �n�� 9 ��,n��a��s, c�-rcb ��es��s, ����-�s �►��
� ��Sp�CiiOi� i�OL�S
DESCR�PTiO[V
751-1.1 This item si�all consist of construction o;f manhflles, catch basins, inlets, and inspection holes, in accordance with
these s}�eci�cations, at the speci.fied lacations and canforming to the lines, grades, and dirnensions shown on the plans or
requized by the Engineer.
[V�ATERI�LS
751-2.1 B�tTCK The brick shal� canfonm to the requirements of ASTM G 3Z, Grade SM.
7a"1-ZZ MORTAR. Mnrtar shall co�tsist af oz�e part partland cernent and rivo parts sand. The portland ceznent si�all
confarm tv the requizements of ASTM C la�, Type I. The sand shall. conform ta the requirements 4f A5TM C 144.
751-2.3 CONCRET'E. Plain and reinforced concrete used in strtictures, connecti�ons r}f pipes yvith structures, and ttye
suppart of sbructures ar frames shali conform to ti�e requirements of Item P� 10.
75�-Z.4 PRECAST CONCRET� PIi'E MANH�LE RINGS. Precasi cpncrete pipe manhole rings shall conform ta the
requirernents of ASTM C 478. LTnless othexwise specified, the risers and e$set cone sections shaIl have an imside diameter
of not less than 3b i�ches (90 cm} nor mare than �8 inches (120 cm).
751-Z.S CORRilGATED METAL. Gomigated metal shalt canform to the requirements of AASHTO M 36.
751-2.6 FRAMES, C�VERS, AND GRATES. The castings shall conforzn to ane vf the following requirements:
a Gzay iron castings shall meet the requirements of ASTM A 48, Class 30B and 3�B.
b. Malleable iron castings shail meet the requirements of ASTM A 47.
c. Steel castings shail meet the requirements of ASTM A 27.
d. StruCtural sCeel for grates and fi-a�mes shall conform Io the reqturernants o#'ASTM A 283, Grade D.
e. Ductile imn ca�tings siiall conform io the requirements of ASTM A 536.
f. Austemgered ductiie iron c�tings shall confoxm to the r�q�irements af ASTM A 897.
AIl castings or stzucivral steel units shail con#'oi'm tv t}ae dimensians shown on the plans and shail be designed to support the
loadings, aircraft gear configuration andlar direct loading, specifed.
Each frame and caver or grate unit sh�ll be provided with faster�in; meinbers to pre�er�t it fram being dislodged by tra�c
but whi�h wiIl all,aw easy removal fQr acces5 ta th� sUructure.
All castings shall be tk►orougf�iy cieaned.- After fa5ricat'ton, structura] stee! uraaLs shall be galvanized to meet Ehe
requirements of ASTM A 123. �
751-2.7 STEPS. The stegs or ladd� t�ars shall be gray or maileable c�st iran or galvaniaed steel. T',he steps shal! be the
si�:., length, and shape shorvn on the plans and those steps tt�k are nvt gaivanizerl shall be given a coat of bituminoeis paint,
when directed
cor�s�Ruc�io� n�ErHoos
7�1-3.1 TTNCLASSI�`7ED EXCAVA'TIDN.
a. The Cantractor shaIl do aIl etica�ation far structures and structure foatings to the lines and grades or
elevations, shawn on th.e Qlans, or as stalced by the Engineer. The excava[ian shall be of su�`�'icient size ta permit [he
piacing of the full width ann iength of the structure or strucivr� f�otings shawn. The elevations of t.he boctvms of
fo�tings, as shown on the plans, shall be considered as approximately only; and the
273
AC 9 5d/5370-'I QA ' 2/77/89
Engineer may arder, En writing, changes in dimensians or elevations of foQtings necessary to secure a satisf'actary
founflata on.
b. Soulder5, Iogs, or any other objec#ionable material encountered iz�, excavati.on shall be removed. All zock
or other hard foundation snateria15ha11 be cleaned of all loose material and cut to a firut surface either level, stepQed,
ar serrated, as directed by the Engineer. A]1 seams or crevices shall be cleaned out and �ro�ted. All l�o�se and
disintegrated rock and thin sttata shaj3 be reznoved. When eoncxele i5 to rest nn a surface other #han rocic, specia]
care shall be taken not to disturb the bottam nf the excavatian, and excavation to �nai grade shall not be made until
j�st before the concrete nr reinforcing is to be placed.
c. The Contractar shall da ali �racing, sheatiung, or sharing necessary to implement and pr�tect the
excavation and the structurs as required for safety or conformance to governing laws. The cost of hracing, sheathing,
or shozing shall be included in the unit price bid for the structure.
d. Unless otherwise provided, bracing, sheatIiing, or shoring invatved in the construction of ttus item shall
be reznoved by the Contractor after the completion of the strueture. Reznoval shall he effected in a manner wiuch will
not dasturb or mar f�nished masonry. The cost of reix►o�ai shall he inclucied.in the unit price bid for the strutttue,
e. �fter each excavation is completed, t.he Contractor shaZl natify the �ngineer to that e$ect; and concrete
ar reinforcing steel shall be placed after the Engineer has appro�ed the depth of the excavation and the character of
the fflundati4n material.
751-3.2 BR�CK STRLiCTUR�S.
a. Faundations. A prepared foundatian shalI be placed for ail brick structures after the foundation
escavation is campleted and accepted. Unless otherwise specified, the base shall consist af reinforced conczete
mixed, prepared, and placed in accar�dance with the requizements of Item P-610
b. Laying Erick. All brick shall be clean azad thoraugk�y wei before laying so that they �wi1� not absorb any
appreciable amount of addztianal water at the time t31ey are laid. All brick shall be laid in freshly made martar.
Mortar ihat is not used within 43 minutes afEer water has been added sha116e discarded. Retemp�ring af martar sha31
nat be pezmitted. A�n a�nple layer o� mortar shall be spread an the heds and a shaikow furrow shall be made in it
�vrhich can be readily closed by the [aying of the brick. AIl bed and head joints shall be filled solid with mortar. End �
joints o� stretchers and sir3e ar crdss joints of headers shall be f�lly buttered with mnrtar and a shaved jaint made ta
squeeze aut martar at the top of the joinT. Any bricks that znay be loosened after the m'ortar has taken i#s set, shall be
remo�ed, cleaned, anti relaid tiviih fres� mortar, No braken or chipped brick shall be used in the face, and na spalls
or bats shal] be used except �vhere necessary to shape around 'srregtilar operungs or edges; in which case, full bricks
shal] be Qlaced a[ ends or corners wnere possible, and the bats shall be used in the interior of the course, In making
clo5ures, no piece of bzi.ck sharter than the width af a wf�ole brick shall be used; and w3�erever practicable, rvhole
bric�C shaIl be used and Iaid as headers.
c, Joints. All joiz�ts sfial] be slushed with mortar at every caurse, but slushing alone•will nat be considered
adeqnate for tnaking an acceptable jaint. E.cterior faces shall b�e laid up in advance of backing. �xterior faces shall
be back plastered ar pargeied with a coat af martar not less than 3/8-inch (9 rnrn) thick befoxe the backing is laid up.
Prsor to pargeting, aII joints on the back of face couzses shali be cut f�ush. Unless otherwise noted, joints shall be not
less than 11�G-inch (5 mzn) nor mare than 11Z-inch (12 mm) wide and whatever width is adopted sha�l be maintained
uuiform t3�roughout the work. �
d. Poir�ting. Face joints shall be neatly struck, using #he weather jaint. All joints shall be finished properiy
as the laying of the brick pzagresses. W�en nails or iinE pins are usec� the holes shall be i�n�tzediateiy plugged with
martax and painted when khe nail ar pin is removed.
e. Cie�aninb. Upon completion of tY�e work aII earterior surfaces sltall be thoroughiy cleaned by scrubbing
and washang do�vn with water and, if necessary to produce satisfactory resulis, cleaning shall be done with a
�% sol�tion of muziatic acid tiw3uch shall tb.en be rinsed off with Iiberal quantities of c4ean fresh water.
f. C�ring and Cald Weather Protection, in hat or dry weatiter, ar when directed by the En� neer, the
hrick snasonry shall be protected �d �C��t moist for at lea5t 4S hours after layi.ng the br�ck. Bz�ck �sasanry
274
a/17I�9 � AC 1��/5370-70A
work or pointing sha11 not be dane when there is frost in the brick ar when the air teznperature is below 50'
F{10' C) �nless the Contractar has an the project ready to use, suitable covering and artificzal heating
devices necessary to keep the atmosphere surraunding the masonry at a temperature of not less than 64" F
i�' (15° C) far the duration af the curin� period.
751-3.3 CO�dCRETE STRiFG'i'�RES. Concrete structures shall be built an prepared foundatiorts, con-
Forming to the disnensions and form indacated on the glans. The constzuction shail conform ta the require-
ments speci.fied in Item P--6IQ. Any reinforcement required shall be placed as indicateri on the plans and
shall be apgroved by the Engineer befare the concrete is poured.
AII invert channels shall be eonstzucted an,cl shaped accurately so as to be smooth, uniform, and cause mini-
mum resisiance to tlowing water. The intariar bottom sha11 be sloped downward toward the outlet.
i51-3.4 PRECAST CONC`RETE P�PE S`�RL1CTirRES. Precast concrete pipe structures shall be con-
struc#ed on prepared or previously glaced slab foumdations aad shall conform to the dimensions and loca-
tions shown on the plans. A1I pzecas# concrete pipe sections necessary ta buil� a completed structwre shall
be fnrnished. The diff'erent sections shaII fit together readily, and all jointing and cannections shall ioe ce-
� mented with mortar. The top oF #�e upper precast concrete pipe member shall be suitably formed and di-
" mensioned to receive the metal frarmc and covez ar grate, ar othes cap, as xequired. Pravision sha}1 be made
for any connections far laieral pipe, including drops anfl leads that may be insialled in the structure. The
flow lines shali be smooth, uniFarm, and cause miniznum resistaaa�e to flow, The metal steps which are em-
bedded or built into the side walls shalI be aligned and placed at vertical intervals of 12 inches (346 mm}.
When a metal ladder replaces the steps, i# shaII be secureiy fastened inta positivn.
i�1-3.5 COR1tUGATED METAL STRUG'i'L1RES. Corrugated metal structures shall be constructed on
pr�pared foundations, cvnforrming to the dimensions ar�d locations as showzz on Che plans. The structures
shall be prefabricated. stan�azd or special fittings shail be furnished ta provide pipe connections or bxanches
�f eorreet dimensians. The connecCions or bramehes s�all be of suffieient iength to aecommodate connecting
bands. The fttings shall he welded in place to the metal structures. When indicated, the structures shall be
placed on a reiz�forced concrete base. The tap of the metal structure shall be designed so that either a con-
crete slab or metal coliar may be attached to which can be fastened a standard metal fram.e and grate or
cover. Steps ar ladders shall b� furnis�ed as shown on the plans.
i51�3.6 INLET AND �UTLET PIPES, Inlet and autlet pipes shall extend tYtrough the walls of the struo-
tures for a sufficient distance beyond the outside surface to allow for conmections but shall be cut off flush
with the wali on the inside surface, unless otherwise di�ected. For conczetc or bzick structures, the mortar
shall be placed around these pipes sa as to form a tight, neat connection.
751�3.i PLACEMENT AND TREATMEN'T OF CASTTNGS, FRAMES, AND FXTTINGS. All castin.gs,
frames, and fiktings shall be placed in the positions indicated on the plans or as direcied by the Engineer,
and. shall�be set true to line and to correct elevation. If fram.es or fittings are ta be set in concrete or cement
mox-tar, all anchors or bolts shaIl be in place and positian before the concrete or mortar is plaeed. The unit
shall not be disturbed until the mortar or concrete has set.
When frames or �'ittings are to be placed upon previously constructed masonry, the bearing surface or ma-
sonry sha11 be brought true ta line and grade and sha.11 present an even, bearing surface in order that the
entire face or back of the unit wi�F come in contact with the masonry. The unit shall be set in mortar beds
and anchvreci ta the masanry as indicated an the p�ans or as directed an.d appraved by thc: Engzneer. All
units shali set firm and secure.
.- After the franaes or fittings have been set in fma� pasition and the c�ncrete or mortar has beesi allowed to
harden for �' days, then the grates or covers shaIl be placed aad fa�tened down.
751-3.8 INSTALLATION OF STEPS. The steps shall be installed as inriicated on the plans or as directed
by the Engineer. When the ateps aure to be set in cancrete, they shall be placed and secured in position
before t�e cancrete is poured. When the steps are installed 'uz brick masonry, they shall be placed as the
masonry is being built. The steps shall nat be disturbed az used nntiI the concrete or mortar has hardened
for at least '� days. After this period has elapsed, the steps shail be cleaned and painted, unless they have
been galvanized.
275
AC j50/5376-�OA � �/17/89
When steps are required with precast concrete pipe st�ctures, they shall be cast into the sides of the pipe at
the time the pipe sections are mannfactured or set in place after the structure is erected by drilling holes i.n
the concrete and cementing the steps in piace.
When steps are requued with carrugated metal structures, they shall be welded into aIigned pasition at, a
vertical spacing of 12 inches {300 mm).
In lieu of steps, prefabricated ladders may be installed. Tan the� case of bricic or concrete structures, the ladder
shall be held in place by grouting the suppnrts in drilled holes. In the case of inetal structures, the Iadder
shall be secured by welding the top suppart and groutsng the bottam supporr -into driIled holes in the foun-
datian or as directed. �
q51-3.9 BACKFILLSNG.
a. Af"ter a structure has been completed, th� area around it shall be filled witI� apgroved m,aterial, in
horizontal layers not to exceed 8 irxches (200 mm) in Ioose depth, and compacted io the density required in
Item P-152. �ach layer shall be deposited a1l around the structurc to approacimately the same elevaLion. T4�e
top of the #'ilI shall meei the elevation shown on the pIans or as directed by the Engzneer.
b. Bacicf'illing shall not be placed against any stzucture untiI pennissian is given by the Engineer. In
tk�e case af concrete, such permission shaII not be givcn until the concrete has heen in place 7 days, or until
tests made by the laboratory under supervision of the Engirieer esta.blish that the conczete has attai.ved_s�ffi-
cient strength to provide a factor of safety against damage or strain in withstanding any pressure crcated by
the backfill or the methads used in piacing it. -
c. Backfill shall noi be measured for direct payment. Performance a#` this woric shall be considered as
a subsidiary .obligation of the Contractor covered under the contraet unit price for t�e structure invalved.
�51-3.10 CLEANING AND REST�RATI�N OF SITE. After the backfill is com�pleted, the Contractor
shall dispose o£ all surplus materia3, dirt, and rubbish from the site. Surpins dirt may be deposited 'zn embank-
ments, shaulders, or as ordered by the Engineer. The Contractor shail restore all disturbed are� to their
original conditian.
After a31 work is completed, the Contractor shall remove all tools az�d equipment, leaving t3xe entire site
�free, clear, amd in good conditzan-
n���r�o� o� ��ssciF������
751--4.3 ManhoIes, catch basins, izalets, and inspecti4n holes shail be measured by the unit.
��►�IS Q� PI�1YAflERlT
751-5.x The accepted quantities of manholes, catcla basins, inlets, and inspection holes wi11 he paid for at
the contract unit priee per each, camplete and in pIace. This price shall be full campensation for furnishing
all materials and foz all preparatian, excavatian, bac�lling and placing of the materials; furnishing and in-
staIlation of such specials and cannectians to pipes and other structures as may be requiared to complete the
item as shown on the plans; and for aIl labor equigment, tools and incidentaFs necessary to complete the
strvcture. _ �
Payment wi�l be m,ade und�r:
Item D-751-5.1 Manhoies—per each
Item D-�SI-5.2, Catch Basins—per eaci�
Item D-751-5.3 Inlets—per eac�
i#em D-751-5.4 � Inspectsan Holes---�per each
275
�'
�
5/20/98
ASTM A 2'1
ASTM A 47
ASTM A 48
ASTM A 123
ASTM A 283
ASTM A 536
ASTM A 897.
ASTM C 3Z
ASTM C 144
ASTM C 150
AASHT4 M 36
AC 7 50/5370-'E OA CNG 9 1
Ii�ATERIAL REQUIRElU9ENT
Miid ta Medium-Strength Carban-Steel Casiings for General AppIication
Malleable Iron Castirigs
Gray Xron Castings
Zinc (Hot-Galvanized} Coatings on Pxoducts Fabnicated fmm Rolled, Pressed, and
Pa bed Steel Shapes, Plates, Bars and Skrip
Lory and Intermediate Tensile Strength Carbon Steel �lates, Shapes, and Bars
Duciiie Iaon Castings
Austempered Ductile Iron Casrings
Sewer and Manhale Brick
Aggregate far NFasonzy Mortar
Port�and Cement
Zinc Coated (Galvanized) Garrugated Iroa or Steel Culverts and Underdrains
0
�
Z?7 (and 278j
1�1�D1�'1�ATI01�� TU
Y'1'�I�1. D-7�� C'��1C1�T� �[��TT���, ��TC'liF� A�11� �'Li�11'1��
+��i15 5�}�G�2� 5�72�Cl�iCAll{717 i�1C�{�11'k$5� i�F1'k�7ll�l�`S� ��r ��1ti�;17dS ll�� tC�lliliC�il 5pe�ifi�atiatts ar�d �lari4
a�r��f l<kE��� precr:�lea�� o�er ih��n i� t�ic c�ent n�'at}y c�is�rc�,ar�c}r,
I�'1FT`H[}i3 {�F II��EA����t�?4��L'Y7`: ��elete poraga•��h 4.2 and s�a�st�tute tltie i'c�llt,win��
7;�-�.� I�eintorcir�� �t�el wil� nc�1 17�. I��a�ure�i s�para��l}� fnr �rayn�e�l.
Rc:it�Eorc;i��� stc�l sl7al] b� co�7sidered subsicii�ry to lh� unit ��ice hid !�r
struc#�aral ��ncrete.
BA�I� DT PA1�!1�E1��": ]�el�te ��ragr�,�l� 5.�.
7 ��-�. �
P�ymeni wilk �3e �r�a�ie �nd�i• ;
D-7���-�, � St�•uc�tuw�] ��r�c;i•e�� -- per ���iic �ard
1�-752 1�[)�-�
2/1i189
� `�h
` -.: .
li��N 9-75�
AC Z5U/5370�10k�
C�l����i� �U`�`����, �IT�H��, �o�� �LU�!!E� -
��dM�l�����
?�4-1.1 This item shall consist of portland cement cancrete gutters, ditches, and flumes constructed in ac-
cordance with these specificat�ans at the spec�ed locations in acc�rdance with the dimensions, ]znes, and
grades as shown on the plans.
N9�eY�1�lALS
'�5�2.1 Concrete. plain and reinforcesi concrete shall meet the requirements of Item 1'-6I0.
ys4-2.2 JOINTS. Jnint filler materiais and premolded joint material shall confarm to Ztem P-6i0,
G9N���UCTl�i� I�lLiH0�5
. 1�.. .
i5�-3.1 PREPART�IG SITBGRA.DE. Excavation shall he made to the required width and depth, and the
subgrade upQn which the item is tQ be built slzall be compacted to a fizm unifortm grade. All soft and unsuit-
able material sha]1 �e remcsved and replaced wiCh suitable approved material. V4'hen required, a layer -of
approved granular material, compacted ta the thi�lcncss indicated on the plans, sha11 be placed to form a
subbase. T�ze nnderlying caurse shall be checked and accepted by the Engineer before piacing and spreading
operations are started.
754-3.2 PLAG7NG. The forms for and the mixirzg, placing, finishing, and curing of concrete shall eon-
farm to th� requirements af Item P-510 and shall be in accordance with the following requirements.
The concrete sha3l be tamped and spaded untiZ it is consolidated and mortar entirely covers and fozxms the
top surface. The surface of the concrete shall be floated smoath and the edges rouncied to the radii shown
on the pians. Before the concrete is given the fuia] fiaishing, the surface shail be tested with a 10-fqot (3 m�
straightedge, and any irregularities of a�ore than 1/4 inch (6 mm} in 10 feet (3 m) shall be eliminated.
Th,e cancrete shall he piaced with dummy-gsooved jaints nat ta exceed 25 feet (7.5 m) apart, except where
shorter lengths aze neccssary for closures, �ut na sectiaa shall be less than 4 feet (12� cm) ]ong.
Eacpansion joints of the type called for in the plans shall be constructed to replace a dummy groove at spac-
ings of apgroxima#ely 1Q0 feet (30 m). When the guttcr is placed next to canerete pavement, expansian joiats
in the gutter shaI1 be located oppasite eas�ansion jaints in the pavement. When a gutter abuts a pavement ar
other structur�, an expansion joint shall be placed between the gt�tter and the other structu,re.
Forms shall not be removed withir�. 24 hours after #he con�rete has been glaced, Minor ciefects shall be
repaired with mortax cantainin.g 1 part cement and 2 parts fine aggregate. '
The operations of depoaiting, compacting, and finishing the item shall be conducted so as to k�uild a satisfac-
t�ry structure. If any section of cancrete is %und to be porous, other than minor defects wiuch may be
plastered, or is otherwise defective, it shall be removed and replaced by the Contractor v�+ithout additional
compensatipn. • .
7�4.3 BACi�FXLLING. Afttr the conerete Taas set sufficiently, the spaces adjacent tv the structure shaIl be
refilled to the required eievatioa with materia! specsfied on Che plans and compacted by mechanical equip-
ment to at least 90% of #�e maximum density as determined 6y ASTM D�64$. The in-place density shall be
determined in aecordance with ASTM D 1555 ar ASTM Z] 2i6i.
i�4-3.4 CLEA��T�NG AND RESTORATION O� SITE. After the t�ackfill is complet�d, ti�e Contractor
���,� shail dispose of all susplus material, dirt, and rubbish from the Site. Surplus dirt nnay be depvsited in embank-
ments, shflul.ders, ar as ordered by the Engineer. Tha Contractor shall restore alI disturbed a�reas to their
original conditian.
283
A� 150/5370�10A �/�7I99
After all work is completed, the Cantractar shall remvve al] toals and equipnaent, leaving the entire site
free, clear and in gaad candition.
Perf�rmance of the work d�scribed in tfiis section is not paya�Ie directly but shaiI be considered as a subsid-
iary obligation of the Contractor, covered under the aontract unit price for the structure.
���}'��� �� �����������
754-�.1 Concrete shall hs measur�d by the cubic yard (cubic met�r) in accordance with the dimensions
shown fln the plans or order�d by the Engineer. No deduotia�s si�aII be made far t1�e volume accupied by
reinforcing sieel, anchors, canduits, weep holes, or piling.
'i54-4.� Reiuforcing steel shall 6e measured by the pau.nd (kg), based on tiie �heore�ical number of paunds
(kg} complete in place as shawn Qn the plans or gIaced as ordered by the Engineer.
�AS1S �F �AYMENT
754-�,1 'I�e accepted quantities of structural concrete will �be paid for at the contract unit price per cubic
yard {cubic meter) complete in place.
.
`�54--5Z The accepted quantities af reinforcing stee� wi41 be paid for at the cantract price per pound (�g)
complete in place. Na allowasxce shal� be made for c]ips, wire, ar ather material used for fastening reinforce-
ment in place.
Paymeni will be made under:
Item D-75�5.1
Item D-75�5.2
ASTM. D fi98
A5'TM D 1556
ASTM D 2 i 67
9
Structural Concrete.—per cubic yard (cubic meter}
Reinforcing Steel--�per pound. (dcg)
-r���r�� ���u����u��Y�
Moisture-Density R�lations of Soi3s and Soil-Aggregate M'vc-
tures Using 5.5 lb (2.49 kg) Ramm�r and 12-inch (3Q0 mm)
Drop .
Density af Soil in Place by the Sand-Cozae Method
Density of Soil in Place by th� Rubber-Ballon Method
�.;..
�.
���
14�[}i?IF1�:.A7'y£}a�V� T�
��rc� ���-�a� s�F�nrr�c�
Tl��s s��ccia] s��ccitrcatirrii n��difics, ailt��iFies, O]-d�l�i:T]C�S [�4� [�CFi�11��G S�7�GEfCS�IOIiS �13� ��i1T�`; dnc�
�a�Ces ���:cec�c�ri ��rcf Elicr�� ii� 1�11e r��e�tit c,f {k��y di�cre��ti��.
9�11-1.s: T�y� are;� c�isltii�b�r� by c�r��tr��:i�o� s1�a�] �e see�ed sncl �e�Y�li��ci.
91�1-�.1: �ced m��ct�re�, d�1�7j1C3�]C1T1 f8�C5 �llC� �i�ant��� cl�ics slia�l !�� in aecc�rtl2�i�c:e
�v�il3 T���1e ���rd �I`ah3� 4[3, f<xr ��r�. Hi�;E���+ay Dis�ei�t wjiich i�tc�udes Tarr��rrt
��uG��,y, c�i' �tern 1f�4 �t- iE�c 1�)93 �;dilial� t��' i�X� `i'cxas L)���aif3i�c�a�1 oi�
T�`ansp��rtaiic�il5tanc��t�d 5}�e�ii'tcaiioi�s �'�r C����str�ctioiz af l l i�;ixu+a}�+;, S�rcc�s
��7d i3rtd�e�.
A�l s��c� sha�l tt�e�# t�7e �et��ire�nc��t� �f I����t l��4 of�he ���i F..C�lCllii7 O�S�1�
Tcxas 1)epar#nien! c��'�'a-{���s��r�riatio�� �ta�dard Specificaticrtts fo3� C�on��r����io3�
o�'�Hi�l��wa}��, �G���ets aiYsi 13ridge�,
Teinpor�ry �cc�ir�� v,�i�l Z�c req�Eii�e� if perntia�e��E se�d�ng car��Yo� bt
acc�om�liwhc�� �vh�ty seedifl�'is re�uired. The �or�tractor s��alR ��rforni !hc
pe�iti7attie�:� �eeding a� ll�e e�,r�i�st prac�ic�tb�c ��ixr�#i�� d��c.
901-�.�: De3et�,
�ll}�-.'�,.�: F�r�ili�.�rs s��El b� 3-�ml c�����Y}crcial fc�•��li���•s ar�d sl�a�l �e �ppli�d a� tt�c
ra�c �fone �ro����� ofavailabl� i�i�rogen �er i{]�}�1 �i'.
9�11-3.3: C�onErac�c�r wiEl n��in�ain see���! �rca h}� lcc�pir�g ��il t��oisr ti���ti1 ev�cience. c�f
�;cf�riiu��ko�i �7{)�� ccav�rage}. Se�ded arer�s �1xalE k��. v�ratered �c� a� ic� ��t�c��c«t
�4+ashiati� c�f ll�c sl��es or di�ln���ir�� c�i't���. sced. f�! tt�e �c��ti�ractor'� opi�c��7,
�e�ci an� fe�rtili�er �r�wxy 1��: ���ced i�}� it r�lulchin� m��k�od sLGch �� "H���•o
iv�,�Ec��ir��,��, �Js� oi` tliis m����d u�i]C €�cxt rc�iev� t17� �:c���trackor c��' ck�c
r�spc�n���€lity f�r tk�e eec��airer� r.��vera��.
��Ol-,3.4: Si�ns and ��arrrca�e� �ill �ic�t �e tc�c�u3r�c�,
9[�3-�.1: T�e c�uar�ti�y n�'�eeciin� �1��1] be rrieasur�t� �3�� �he ac:rc.
`�'-�or ��ol�•�
�f!]-5.1: �'a���t�n� sl�al l�l�a�l l�e rt�.a�4� a� the contrac# u�3it �rice �er acre bid, Th�� pri��
s�ral! �� �uli cs�1��������;�iiot� fr�� i'lIC'1i35I1117�, dI� �i�aier��ls �n�l fi�r all labor,
e�u��3ntent, toals, �tic€ incident�3s necessary #a c�m�lc��� t1�e �«�t�,
f�ayrr�en� w�t] E�� �n�de ui�der:
liem T-9() � -�_ 1 �e�d�r��--per r�cee
�-9c�� n�tc]C�-z
a����eQ
li�R� ��9a1 ����IR�G
,.
� _
D�S�R1�71�N
�c i�a��3xo-io,�
941�1.1 T'his item shall consist af soil preparation, se�ding � ] the areas shown an the plans or as
directed by the Engi.neer in accordance with these specifications.
� * � # • �6 * � P * R 4 # ! t 9 # � �6 * � * # �k * * i� # K # R � O � # t �M * # # # * » * �k et � i f O * # # �u
The Engineer shall sp�cify fsrti�izing a� lirning o�e both as aeeded for a speciiic project.
� � � � � a � � � � * * * * * * * � * � �n � * s * a r � � * * s r �c �a * � � � � � s � s a � * � * . � * * �u
�NRT��fA�S
I . �
9Q1-21 SEED. The species and application rates of grass, legume, and cover-crap seed £urnished shall be
those stipulated herein. 5eed shalI conform to the requirements of Fed. Spec. 7JJ--�-181. '
Seed shall be furnished separately or in �tur�s in standard containers with the seed name, lot number, �aet
weight, percentages af purity and of gezmi,nation and hard seed, and percentage of maximum weed seed
content clearly marked for each kind of seed. 1fie Contractor shall furnish the Engineer dupiicate signed
copies o#` a statemeni by the vendor certifying that each Iot of seed has been tested by a recognized labora-
tory for aeed testing within 6 months of date of delivery. This statement shall include: name and address of
laboratory, date of test, iot number for each kind oi seed, and the res�lts of tests as to name, percentages of
purity and of germination, and percentage of weed content for each kind of seed fumished, and, in case of a
mixture, the proportions of each kind of seed.
Seeds shaIl be applied as follows:
Minirnum Seed Minimum
Seed purity (Percent) Germination Rate of App�ication lb./acre (or lb./I,000'S.F.)
(Percent}
��
Seeding shall. be parformed during the peziod batween [ ] and [ ] inclusive, unless otherwise
appraved by the Engineer.
a � � +� « z� � u � �a * � e � * r � � x� s x� • * � � s * a r s s * s� * � � a * a * r � * s � * « s s * * � * �
Seedi.ng dates, species and seeding rates must �e specified that are campatible with local cli-
�1$tQ Srid 5411 C011�1t10I1&. Due consider�tion must be given to longe�v�ity of plants, resistance
ta traf�c aad erosian, and atteactiot� of birds or large anim�ls. More than ane seeding season
map be sgec'sfied, if apprppPiste. Local offices o�' the U5DA Saii_ Canse�vation Serv►ce and
the Sta�e Unioersity Ag�iicultural Extensian Service (Coeusty Agent or equivalent) shall be
eonsulted for assistance and �e¢ainmenda�oes. These agencies shall alsa be cansnited for
liming and fertilizer recon�mendations.
�
� s o s� s� s v*�� r a rs * a�a a�� r s r� n a� w e a r* o a s� * ti�� r� **� �� *�* s***����
9U1�2.2 LIME. L'une shail be ground limestone containing not less than 85% af totaI carbonates, and
shall be ground to such fineness that 90% will pass through a No. 20 mesh sieve and 50% will pass through
a No. 100 mesh sieve. Caarser material will be acceptable, provid'uzg the rates of application are increased to
provida not less than the mininnum c�uantities and depth specified in the special provisions on the basis of the
two sieve reqnueinents above. Dolomitie iime or a high magnesium lime shall contain at lea�t 14% of mag-
2�7
AG y50/�53iD�10�
�/'�i/�9
nesium oxide. Lime shall be applied at the rate oi [ �. All liming materials sha3i canfarm to the
requirements of ASTM C 602.
* a * a * s * � s * * * * r * r� � * * * * �� a �� * � s� * • * * � a� � �a +u * +r a * w � s * � s s * �u * # r� o *
The Enginesr shall specify the application rate in paunds per acre.
* � � * � * „ * ¢ « � • s s z� * � * r� n �u * �u � a � * o o t �e * � �a * « * s # � t � +tr � � a �x r � * e � a �c
901-2.3 FERTTLIZER. Fertilizer shall be standard commercial fertilizers supplied separately ar in mix-
tures cantaining the perc$ntages of total nitrogen, available phosphoric acid, and water-soluble potash, They
shall be applied at the rate asid to the depth specified herein, and shall meet the requizements of Fed. Spec.
O-F-24I and applicable state laws. They shall be furnished in sLandard containers with name, weight, aad
guaranteed analysis of contents clearly marked �hexeoa. No cyanamide cornpounds ar hydrated li�r►e shall be
permitted in iuixed fertilizers.
T'�e fe�-tilizers may be supplied in one of the fol3owing forms:
a. A dry, free-flowing fertilizer suitabje for applicatian by a common fertilizer spreader;
b. A finely-ground fertilizer soluble in watEr, sufta.ble for application by power spiayers; ar
c. A granuIar or pellet €arm suitable for applicat�on by blower equipment.
Fertilizers shall be [ j commercial ferti,�izer and shall be spread at the rate of [ �.
* * a �� s * �n � * # * �u s * r� s �v � �u u �e � * * * � s * � * * � * o s * � n� � • * * � r� * � * s +x * e +d * �
,
The Er�gineaP s4�a11 speeify the analysis and tf�e applicatian rate in pounds per acre. Para-
�aphs 2.Z and 2.3 shall be deieted if �ot appl'xcsble.
s � * � s * � * � � � � * s � * s * � �x * * +r �u s r v * w� � s * w * * * * a � * w * * � * * �� * * w o ri * *
9�1-2.4 SOIL FOR REPAIRS. The soil for fill and topsoiling of areas to be repaired sha11 be at least of
equal quality ta that whicii exists iu�, areas adjacen,t to the area ta be repaired. The soz� shal� he relatively free
fr4m large stones, raots, stumps, ar other mate�rials that will interfere with subsequent sowsng of seed, C4m-
pacting, and establishing turf, and shail be approved by the En�ineer before being placed.
GOl�����]GTI�N hAETi����
901-3.1 ADVANCE PR�PARATION AND CLEANUP. After grading of areas has b�en campleted and
before applying fertilizer and ground limestone, areas ta be seeded shall be raked ar otherwise Cleareci of
stones largez than 2 inches {50 mm) in axiy diameter, sticics, stumps, and ather debri.s which might inter#'ere
vvith sowing of seed, growth of grasses, ox subsequent mai�tenance of grass-cavezed areas. If any damage
by erasion or other causes has occurred after the completion of grading and befare beginning the applica-
tian of fertiiizer and ground liinestane, the Cantractor shali repair such darriage. This may include filling
gullies, smoot�ting irregularities, and repairing other incidental damage.
An azea to be seeded shall be cansidered a satisfactory seedbed withaut additional treatment if it has recent-
ly t�een tk�oroughly Ioosened and worked to a depth of not less than 5 inches (125 mm) as a resauiifi af grading
opera�ions and, if ims�sediately prior to seeding, the top 3 inches (75 mm) of soil is loose, friable, reasonably
free from large clods, rocks, large r-oo#s, or other undesirable mait�r, and if shaped to the required grade.
However, when the area to be seeded is sparsely sodded, v�+eedy, barren and unwarked, or packed and hard,
any grass and weeds shall first be cut ar otherwise satisfactority ciisposed af, and the soil then scariiied or
ath�rwise loosened to a depth not less than 5 inches (125 mm). Clods shall be broken and the top 3 inches
(75 mm) of soil shall be warked into a satisfactqry seedbed ?�y discing, or by use of cultipackers, rallers,
drags, harrows, or other appropriate means.
901-3.2 DRY APPLTCA�IOI� METHOD.
a. LIMXNG. Lime shall be applied sepazately and grior ta the application of any fertilizer or seed
and only on seedbeds which have previously been prepared as described ai�ove, Tha lime shall then be
28�
2/97/99 � AC 95U/53�0-��A
worked ivato the top 3 inches (75 mm) af soil after which the seedbed shall agai.n be properly graded and
�, dressed to a s�nooth finish.
b. Fertilizing. Following advance prepazations and cleanup feriiIizer shall be uni%rmly spraad at the
rate which will provide not l�ss than the minimum quantity stated in paragrapl� 9Q1-2.3.
* � * # s r� t s * s * * * o � * * s �u � r� s � * * rr * * * � � * t * � * * � � a � � ru � � n s o s « s w * «
Delete paeagraphs a. and b, if not applicable.
* � � r # * * * • s s s * * * * * � * * r r * * s * * * � * � * z� s * * � s � M * � � �u � z� � s � * * � � �
c. Seeding. Grass aeed shall be sown at the rate specified in paragraph 9Q1-2.1 immediately after fer-
tilixing, and the fertilizer and seed shall be raked within the depth range stated in the special provisions.
Seeds of lagumes, either alone or in mixtures, shall bc inoculated befare mixing or sowing, in aacordaace
with the instructions af tb.e manufacturer of the inocu1ant. When seeding is requirad at ather than the sea-
sons shown on the plans or in the specia.l prqvisions, a cover crop shall be sown by the same methods
required for grass and legume seeding.
d, Rolling. After the seed has ioeen progerly covered, the seedbed shall be immediately compacted by
means of an approved lawnroller, weighing 40 t� 65 pounds per foot (60 to 9i kg per meter) of width for
clay soil (or any soil having a tendency to pacic), and weighing 150 to 200 pounds per foat (223 to 298 1cg
per meter} of width for sandy or light soils.
901.-3,3 WET APPLICAT'IDN METHOD.
a. General. The Contractor may elect to apply seed az�d fertilizer (and lime, i#' required} by spzaying
them on the previously prepared seedbed in the form of an aqueous mixtuze and by using the methods and
equipment deseribed hereia. The rates af application shall be as specified im the special provisions.
�. Spraying Equipment. The spraying equipment shall have a container or water tanlc equipped with a
liquid level gauge calibxated to read iri increments not larger than 50 gallons (190 liters) over the entire
range af the tauik cagacity, mounted sa as to be �isible to the nozzle operator. The container or tarik shatl
also be equipped wit� a mechanical pawer-dxiven agitator capabl� of keeping all the solids in the mixture i�
complete suspension at ail times until used.
Tb.e umit ahall also be equipped with a pressure pump capabie of delivering 100 gaiIons (380 liters) per
� minute at a gressure of 1D0 poumds per square inch (690 kPa). The pump shall be mounted in a line which
;��. will recirculate the mixture through the tank whenever it is not being sprayed fzom the nozzle. All pumg
, gassages and pipe lines shal! be capable of providing clearance for 5/8 inch {15 mm) solids. The power unit
� far the pump and agitator shall have controls inounted so as to ..be accessible to the nozzle op�rator. There
' � shall bs an indicating pressure gauge connected and mo�nted immediately at the back af the mazzie.
The nozzle pipe shall be mounted on an elevated supQorting stand in such a manner that it can be rotated
through 3bQ degrees horizontally and inclined vertically from at least 20 degrees below ta at ]east 60 de-
grees abave the horizontal. There shall be a quick-acting, three-way control valve connecting the recircu-
Iating line to the nozzle pipe and m�ounted so that tl�e nozzle operatar can control and regu.late the amount
of flovv of mixture delivered to the nozzle. At least three different types of nozzles shai! be supplied so tkiat
mixtures may be properly spxayed over distance varying from 20 to 1D0 feet (6 to 30 aa). 4ne shaIl be a
c1Qse-raage ribbon nozzle, one a madium-range ribbon nozzle, and one a long-range jet nozale. For case of
remo�al and cleaning, all nozzies shall be concxecCed to the nozzle pipe by means oi quick-xe�ease couplings.
In oxder t� reach areas inaccessible to the regular equipment, an exiension hose at least SO feet (15 m) im
length shall be provided to which the nazzles may be connecteci.
c. Miactures. Lime, if required, shall be applied separately, in the quantity s�ecif ed, prior to the fer-
tilizing and seeding aperations. Not more than 220 paunds (100 kg) of lime shall be added to and snixed with
__ each 1IX} galions (3$0 liters) of water. Seed and fertilizer shail be mixed together in the selative proportions
�� specified, but not more than a total oF ?20 pounds {l0a kg) of these combined solids shall be added ta and
mixed with each 100 gallons (380 iiters) of water.
2$9
�,� y������a��o� �t���a�
All watcr used shaiI k�e obtained firo� fresh water sources and shall be free from injurions chemica�s and
other toxic sui�stances harmful to plant life. Brackish water shall not be used at any time. The Camtractor
shall identify to the Engiaeer all aonr�es of water at laast 2 weeks prinr to use. Tlae Engineer may take
samples of the water at the sonXce ar from the tank at any time and have a labflratory test the samples for
chemical and saline content. The Contractor shall not use any vvater fram any saurce which is disapproved
by the Engineer follvwing such tests.
All mixtures shaii be constantly agitated from the time ttiey aze mixed until they are fiz�ally appliad to the
seedbed. Ail such mixtures shall be used within 2 hours from ti�e time they were mixed or they skali be
wasted and disposed oi at locations acceptable to the Engineer.
d. Sprayzng, Lime, if res�uired, shall be sprayed anly upom pre�iously prepared seedbeds. After the
applied lime mii�cture has dried, the lime shall be worked into the top 3 inches (8 em), after which tiae seed-
bed shail again be properly graded and dressed to a smopth finish.
Mixtures af seed and fertilizer shall only be sprayed upon prevzously prepared seedbeds �on whach the lime,
if required, shall already have been worked i�n. The mixtures shail be apg]ied by means of a high—pressure
spray which shall always be directed upward into tkie air so that the mixtures will fall to the ground like
rain in a uniform spray. Nazzles or sprays shall never be directed toward the graund in such a manner as
might produce exosion or runoff.
Partic�lar care shall be exercised to insure that the agplication is made uniformiy and at the prescribed rate
and to guard against misses and overlapped areas. �roper predet�rmined quantitieS of the mixtuxe in accard-
ance with sp�cifications shall be used to cover specified s�ctions of ktkown area. Checics on the rate arxd
unifarzniry of application may be made by observing the degree of wetting of the ground or by distributing
test sh�:ets of paper or pans over the area at intervals and observing the quantity of material deposited there-
on. �
�n surfaces which a.re to be mulched as indicatad by the plans or designated by the Engineer, seed and
fertilizer applied by the spray method need not be raked into th.e spil or ralled. However, on surfaGes on
which mulch is not to be used, th� raking and railing operations wili be xequired after the soil has dried.
901-3.4 MAINTENANCE OF �EEDED AREAS, The eontractar sha3] pratect seedefl azeas against traf-
fic or other use by warning signs or barricades, as approved by the Enginesr. Surfaces gullied ox otherwise
�amaged follqwing seeding shall be repaired by regrading and reseeding as directed. The Contractor sh.ali
mow, vwater as directed, and otherwise maintain seeded areas in a satis£aotory conditian nntil final inspection
and acceptance of the work.
When aither the dry or wet application rrzethod autlined above is used for work dane out of season, it will
be zequired that the Contractar estab�ish a good stand af grass of uniform calor and density to the satisfac-
tian of the Engineer. If at the tinne when the contract has been otherwise compleied it.is not possible to
make an adequate determination of the color, demsity, and nniformity of such stand of grass, payrnent for the
unaccepted portions of the aress seeded out of season will be r�vithhelci umtii suah time as tiiese reqnirements
have been met.
NI��H�� Ok� �N�,��UR�RA�Wi
9Dia4.1 T'he quantity of seec�ing to be paid for shall be the number of uzuts [1,OOD square feet (squaze
meters)][ acees (square metexs)] measured on the ground surfaca, completed and accepted.
�ASI� �F �,�YIUI�N�'
901—�.1 Payment shall be made at the contract unit price per �3,000 square fest (squaPe meters)][acre {squa�te
> metees)] or fraction thereof, which price and payment shall be full compensation for fumishing and placing
all material and far all labor, equipment, toals, and incidentals necessaxy to camplete the work prescribad in
thia item.
290
a�����s
Payment will he rnade under:
Item 901-5.1
dC 1501�3i0-10�e
Se�ding—per (1,OOQ sq�aee feet (square meters)][acre (square
meters)]
ilfl�T�F�I�� R�Q�I[���EFdiS
ASTM C 502
A�TM D 977
Fed. Spec. JrJ-8-i81B
Fed. Spec. O-F-241D
Agricultural Liming Materials
Emulsified Asphalt
Agricultural Seeds
Coinnaercial Mixed Fertilizer
291 (and 292) '
� 1 �0� ��,I�� Cd���
1.Q0 G�N�.RAL
1.d1 WORK INCLU�ED
Furnisl� labor, materials, equipment and incidentals neeessary to inst�ll slide gates.
1.02 QUALITY ASSURANCE
A. ACCEPTABLE MANUFACTUR�RS
1. Fresno Valves & Casting
604 N. Avenue Q
�ubbock, Texas 79403
(SOD} 537-37bb
2, (Approved Equal)
B. MANUFACTUR�R'S REPRESEN7ATIV� �OR S7ARTUP AND 7EST�NG: [NOi USED]
� i.03 SUBMiTTALS
� 5ubmittals shalf include:
A. Shop drawings
, B. �Operation and Maintenance Manuals
� ` 1.04 STANDARDS [NOT USED7
�
1.05 DELNERY AND STORAGE [f�OT USEDj
� � 1.06 ,308 CONDITIONS [NOT USED]
�
1.07 OPTIONS [NO7 USED]
1.08 GUARANTEES [NOT USED]
; 2.Op PRODUCTS
� 2.01 MATERIALS [NO7 US�D]
,�
2.02 MIXES [NOT IJSED]
i 2.03 FABRlCATIONS [NOT USED]
2.04 MANUFACTURED PRODUCTS [NOT USED]
.
2.05 SLI�E GATES
.6 �
Slitfe Gates y'i202-�
FTWDQ244
A. Slide gate shall be Fresno Seri�s 6400 Model 2�-10C or equal. Gate frame, stam and
mounting hardware ta be st�ir�less steel. Gate to have bronze seat�ng sur€aees. Length of
gate frame to i�e as shown an the drawir�gs.
B, Guides shall be of extruded aluminum incorporating a dual slot design. The primary slot shalf
aecept #he plate of the slide {disc� and the sacondary slot shall be wide enough to aecept the
reinforcing ribs af the disc. The guides shall be designed for maximum rigidity, ha�ing a
weight of not less than three {3) pounds per foot. The guides shal! be of sufficient length to
support 213 af the height of the slide when the gate is fully apen. On self-contained gates,
wher� the guides extend above the operating floor, they shall be strong enough sa that no
further reinfor�ing shall be required. ihe yo�ce to su�port the operating device shal! be formed
by members weltled or !�olted at the top af ihe gui�es. The arrangement shali h� such that
the cfisc and stem can be removed wiihout disconnecting the yo�ce.
C. Stems shalE be stainless steel of suitable length and diameter, and ample strength for the
intended ser�ice and shall be f�rnished by the gate manufacturer. An adjustable stop coqar
shall be provi�ed to limit both upward and downward trave! of.the slide gate.
D. Slide gates shall be pra�ided with J-bulb or equivalent seals for e�ra tight sea[ing.
E. Bolts and anchor bolts shafl be stainaess steei and sha�l be furnished by the slide gate
manufacturer.
2A6 GATE LIFT
A. Manually operated lifting mechanisms shal{ L�e ball bearing, pedestal mounted, hand wheel
operated.
B. The operator sl�all be located approximately 36" abo�e the operating floor, unless specified
otherwise.
C. An arrow shall be cast a� the fift ta indicate the direction of ratatian to open the gate. A
rnaximum effort of �0 pounds shall be required to unseat if�e gate,
D. Ga#e lifts shalE be suppEied witn a transparent plastic stem caver. Plasfic stem cover shall
have graduated markings and open and clase markings to indicate gate position in i�nths of
an inch. Cover shall not become brittle or discolored when subjected to {ocal weatE�er .
condifians for at least five (5) years after installation. .'�
3AU EX�CUTI�N
3A1 PR�PARATI�N [NOT USED]
3.02 INSTALLATION
A. Slide gates shall �e installed in accardanee with th� r�corrtmendations of #F�e slide gate
manuiacturer. G�ide frames shall be installed #lattaack to the cancrete structure. The battom
of the gate structure shall be pkaced at the elevation shown on the plans and aitached to an
18" diameter by 12" lang round to round wa[I thimble through the weir wall.
B. Gate shall be coated with zinc chromate in accordanc� with Sectian 03300, CAST-[N-PLACE
CONCRETE.
Slitie Gates 11202-�
�7'WOQ244
3.Q3 FIELD QUALITY CONTROL _
Prior to final acceptance by the Owner, t�re saide gates shall be tested in the presence of the
Engineer. A seating head correspont�ing to the maximum water le�el s�all be placed on the slide
_gate and the gate examin�d for leakage. The maxirrzum allowable leakage shall be D.4 gal�ons
per minuie per linear foot of gate. The slids gate shall be op�ned fram the fully closed position
under maxirnum seating head, and closed from the fully open position under average flow
conditions to verify that the gate lift is op�rational and in satisfactory working arder.
3.D4 CLEAN AND A�,lUST [NOT USED]
END OF SECTION
5fide Gates i1�0�-3
�� �'TW00�4�4
4
I f
� sas4 ���v���v���a�o�t�� �t��
9.OD G�NE�AL
,� A. Furnish labor, materials, equipment and incidenials necessary to install polyvinyl chloride
(PVC) pressure pi}�ing, fittings, and appurt�nances.
1.fl2 Q�ALITY ASSURANCE
, PVC water pipe shall bear the seal of appro�al (or "NS�" mark) of the Na#ional Sanitafion
Foundation Testing �.aboratory far po#able water pipe. The pipe manufacturer sha11 mark the piping
with the appropriate ASTM Standard designaiions.
�
� 1.03 SllBM1TTAL5
Submittals shall include manufacturer's data and certifications, recommended jointing �arocedures,
and recard data.
1.04 STANpARDS �
• The appticabie provisions of the foliowing standards shalE apply as if written here in their eniirety:
° 1. American Society of Testing Mat�rials 5tandards:
� ASl"M D1785 Specification far Polyrrinylchloride {PVC) Plastic Pi�e, Schedules
, 40, 80; and 120
ASTM D24B4 Specification for Threaded Polyvinylchloride (PVC) Plast9c Pipe
, Fitting, Scheciule 80
ASTM D2466 Specification for Poiyvinyichloride (PVC) Plastic Pipe Fittings
� Schedule 40
` ASTM D2467 Specification for Socket-Type Polyvinylchloride (PV'C) Plasiic Pipe
Fittings, Schedule 80
'� ASTM D2855 Practice for Making 5olvent-Cerr�ented Joints wi#h -
, i Polyvinylchloride {pVC) Pipe and Fittings
ASTM D3139 Specification for Joints and Plastic Pressure Pipes llsing Flexible
. Elastomeric 5eals
•! 2. American Water Works Association standards:
' AWWA Ci i� Ducti�e Iron �ittings
,_ AWWA C9.53 D�cti�e Iron Compact �ittings, 3 Inch Through 16.Inch, For Water
� and Other Liquids
. AWWA C9�0 Standard for PolyvinylchlarEde (PVC} Pressure Pipe, 4 Inc�
� � Through 12 Inch, For Wa#er Distribution
�.DS DEL[VERY AND ST�RAGE
r
i Store PVC material sa that there is no exposure ta sunlight.
1.OB JOB CONDfTIONS [Not Used]
, 1.07 QPTfQNS [Not Used]
, 1.�8 GUARANTE�S [Not Used]
Poly�inylchloride pipe [�lant Construction] 95064-1
FTW0�244
2.00 �ROQUC�S
2.01 MATERIALS
A. SCHEDULE 40 OR SO �VC PIPE: ASTM Q�785, Type 1, Grade j, rigid, un�iasticized PVC,
normal impact, bearing NSF seal. Fitti�g shal! be in accordance with A57M f]246�, D2465,
or D2467, or AWWA C17D or C153. Schedule 40 }�ipe shall not be threaded.
B. C500 PIPE: Pipe shall m��t the requirements of AWWA C900 with outside diameter
equivalent to cast iron pipe, in accordance with AW WA C90a, Table 2. Fittings shall be in
accordance with AWWA C170 or C153.
2.a2 MIXES [Not Used]
2.03 FABRICATfON5 [iJot Used]
2.04 MANUFACiLiRED PR�DUCTS [Not �sed]
3.00 �X�CU�'IDN
3.01 PFiEPARA7I�N [Nat Usedj
3.02 INSTALLA�"ION
A. Install PVC pi�ing where rec�uired in locations indicated wit� hangers, brackets, supports,
�tc., at spacings as recommended by pipe manufac#urer. Fl�xible connections shail be
required at locations wh�re pipe passes through cnncrete walls. �
B, Excavate trenches where required to alignment and depth specifi�d or as requ9red for proper
installation of pipe. Take necessary preca�tions to pratect pipe during.backfilling operations.
7ake care to pre�ent damage to pipe and replaae any damaged pipe before it is buried.
�ncase underground PVC �ipe in granu�ar material extending for entire trench width and
from not less than 4" below �ipe upward to 6" abov� pipe.
C. �'or thr�aded joints not mare than three (3) threads at each pipe connectbn shail remain
exposed after insta[lation. Ream ends of pipe after threading and before assembly, to
remove burrs. Threaded jaints shall be made up with a suitabie jaint compound. Appiy jaint
compound #o male threacks only.
D. Sol�snt weld jaints snall be in accorcfance with ASTM D2855, and shall be rnade generally as
follows: Gut square and smooth ends of plastic pipe and wipe clean. Apply primer and
solvent cement to outside of pipe and inside of fitting socket with a sma11 paint brush.
Immediately push caated surfaces snugly tagether and rotata p�pe approximately �/2 #�rn to
insure unifor�n distribution of cement. Remove sxcess cement by wiping. Gement shall be
. of type which welds plastic s�rfac�s together. Cement sha[I be as recommended by pipe
manufacturer and shall be compatible with #he chem9cal con�eyed.
E, Push-on joints shal! be in accordar�ce with the manufacturer's instructions.
F. Place cvncrete blocking (1500# co�crete) at bends, tees, crosses, valves, and plugs in tha
pipe fine. Res# blocking against firm undisturbed trench walls�
G. Jaint lubricant sha{l be as recommended by the pipe manufacturer.
3.03 �IELD QUALITY CONTROL; HY�RQSTATIC T�STS
Poly�inylchloride Pipe j�lant Cflnstruction] 15064-2
�TW00�44
4
1
i r
f
1
Test PVC pressure piping for leakage by a hydrostatic pressure test as required.
3.04 SCHEDULES
�ervic�e E�i�r�7r-,�e� �In� �YP�
Mlr�. f�esi�e� Jair�t �`ypc �
���ss�re
, Bur�ad �xp�s�d
'' Storm �- 12 C900 150psi PO FLfMJ
Water/Glycal I
5W - 5olvent Weld THD - Threaded PO - Push-On F�— Flanged MJ — Mech Joint
.I
i�
;�
i '
.6
• �
,�
; -�
.�
j��
��
,�
END OF SECi[ON
Polyvinylchloricie Pipe [Plant Constructian]
�1'Wfl0244
150fi4-3
i � � ��550 tlND�RCaROUN[l SiOR�eG� �/�lNFt
1.00 C�N�FLA�
` 1.01 WORfS fNCLUD�D
Fur�ish labor, materials, equipment and incid�ntals necessary to fiurnish and install underground tank,
piping and other accessary items as indicated on the plans and specified herein. Pravide neesssary
plans for tes�ing. The tank shall f�anetion as temporary storage of stormwater cantaining up to 50%
spe�t ethylene glycal or �ropylene glycol based aircraft deicing flu�ds. Tank may also be temporarily
exposed to jet fuel, gasoline, diese� fuel, hydraulie fluids etc. in low concentratiohs in water. NOYf�:
A�YHOUCb YW� iANF� WI��. NOi �UNCiION AS A�U�� SiORAC� �ANK, iH� �O��OW�NG
SP�CI�ICA�'EONS R�� INi�ND�D i0 RI�QUIR� YH� TAN� TO M��T TH� GEN�F�A� �GSIGN
R�QUIRF�M�NTS �OR FU�� S�O�tAG� iANFfS.
i.02 RELATED WORK COVERED EL.SEWHERE
Exca�ating, Backfilling and Gompacting Section �2225 for LlfiEities
'l.03 QUALITYASSURANC�
A. Tanks shall be manufactured by a recognized firm ha�ing capabilities to provide technical
application and d�sign regarding the use af the tank.
B. Manufacturer shall har�e ten years ex�erience in the manufacture and �design o# FRP (�iberglass
� Reinforced Plastic) tanks with emphasis in corrosioh resistant work and resin application.
C. Manufactur�r shall compfy with all applicable ernironmental regulations. Tanks shal! have U.L.
certificatio� plate.
� ' D, Acceptable Manufacturers:
• Underground tanlcs which meet the specifications as manufactured by the following cornpanies
, will be acce�table:
Owens Carning �iberglass Corporation
Xerxes Corporation
\ � 1.04 SUBMITTALS
� Submit shap drawings and product data for tank and manway.
` 1 A5 STANDARD AND REF�RENCES
. The applica�ie provisiar�s of the following standards shall be rnade a part of this section as if writt�n in
their entire#y:
�'
A. Underwriters Laboratories, Inc. {L7L) MH 9Q6y
B. ASTM Specification � 402i-86 "Glass Fit�er Reinforced Polyest�r LJr�derground Petraleum
� Starage Tanks"
' C. National Fire Pratection Agency (N�PA) Publications
NFPA 30 "Fiammable and Comhustible Liquids Code"
NFPA 3� "Standards for Instaflation of Oil �urning �quipment"
National Fire Protectian Association NFPA 430 and 431
, � Undergrour�d Storage ianic 15��0-1
F1'W00244
D. American Petroleum Institute Standards
E. Petroleum Equipment [nstiiute Standards
F. Environmental Protection Agency Standards
G. Texas Water Commission Standards
H. Society di the Plastic Industry PS 15-�9
I. Militar� Specifications
MIL-P-292�8 for Type I Riping Materials
�.06 DEL.IV�RY AND S�f�RAG�
A. Use ins#allation lift lugs to li�t tank. Guide tank with gui�le aines. Do not use chains ar cables
around tank. �
B. For temporary st�rage at jobsite, set tanks on smooth ground free of rocks and fioreign objects
and recheck tanks wi#h the tires ar sandbags provided by manufacturer. If tires or sandbags are
not provided by the tank manufacturer, Contractor shall supply sandbags.
1.07 JOB COND1710NS
A, Coordinate work with paving contractor.
B. Avoid interference with underground ut9lities,
i .OS OPTIONS [NOT US�D]
1.09 GUARAN7EES
7an4�s sl�all be guaranteed against failure due to internal or external corrasian or structural failure for a
period of thirty (34) years.
�.00 �i�DDUCTS
2.01 SiNGL�-WALLED UNDERGROUND FI�EL STORAGE TANK
A. Pro�ide singie wa11 Fiberglass Reinforced Plastic (FRP} undergrau�d storage tank of the size and
capac9ty shown on the drawings. Manufacture tanks wit� 100% polyester fiberglass reinforced
plastic.
B. Tank shal� consist of a primary tank structurally assembled in a single uri}t. lntegrally cast the
struetural ribs with the tank shells ir� the manufacturing proces�s.
C. Primary sections of the tank shaff withstand independent iest pressures of 5 psig with a 5:1 safety
factor against buckling or distortion.
D. Manways and other auxiliary equipment as shown an the dra►nrings in the tan�C design and
,fat�rication.
E. Tank sf�all i�e capable of withstandir�g surface axle loads of 32,000 Eh/axle (N-2D) when ins#alled in
accordance with manufacturer's recammer�dations.
Underground Storage ian�c '15550-2
�YW00244
�k
�
� F. Manufacture tl�e tank so that when buried, it will withstand a loading e�uivalent to seven feet a#
over burden o� top of the tank, while providing a safety factor of 5:1 against general buckling and
de�ormation of the shell.
G. Provide tank that is chemically inert ta petroleum products, to caustic and mild acid solutions.
H. Pro�ide tank of the dimensional requirements, nominal capacity including fittings and accessories,
sizes and location as indicated an the drawings. Coordinate these requirements with the tank
manufacturer. Request approval for alternate fitting loca#ions to meet manufacturer standards.
2.02 TANK ACCESSDRI�S
A. � Provide FRP ar�chor straps as r�comm�nded and ap�ro�ed by tank manufactur�r. Pravide the
number and locatian of straps as specified in current installation instructions of tank manufac#urer.
Provide straps capable of withstanding 25,000 paunds of force.
B. Provide 30" FRP manway extension and attachecf manway riser assembly as shown on the
drawings. S�al and reinforce pene#rations through riser and extension with FRP hand lay-up. Fit
tanks with flanged manways complete w�th U.L. �isted gaskets, bolts and covers of the sizes and
location indicated on the drawings. �rovide bolts, nuts, washers and miscellaneous fittings of
stainless steel.
C. Provide 3 each 4" NPT fittings on manway cover.
� D. Pro�ide 12" gusseted flanged fifting at [oca#ions shown a� the drawings. Flanged fitting sha�l be
' drilfed fior ANSI B16.5 154# bolting pattern.
E. Provide fittings capab4e of withstanding a minimum of 20Q foot-pounds of torque and 2�00 foot
pounds of beroding.
F. Provide lifting lugs on tank capable of +nrithstanding weEght of #ank with a safety �actor of 3 to 1.
� Clearly mark the weight of the tank on its exterior.
2.03 TANK �.�AK DETECTION SYST�M [NOT USED]
2.p4 V�NT CAPS [NOi USE�]
�� 2.05 �1P� ANQ FiTf1NG5 INOT USED]
2.06 VALVES �NOT �SED]
�
I , 2.07 PUMPS [NOT USED]
�
1 3.00 �X�CU�'iON
f
�
3.07 PR�PAF�ATIDN [NOi USED]
3.D2 INSTALLATION
A, Thoroughfy test storage tar�k for leaks priar to insta�lation with compressed air �or a minimum of
�, one hour with no loss in pressure. �esting shall be in accordance with the manu#acturer's
� recommendations.
Underground 5tcrage ian� '95550-3
FiW 00�4�
B. Betore insta[ling the tank make an accurate �isual inspection to obtain evidence that no F�oles,
cracks, deep scrapes, flats, abuses or dents are present. Inform manufacturer if any of these
conditia�s are present. Do not proceed with the instaliation without tank manufacturer's ap�roval.
C. Install tank only when temperature is abave freezing.
D. fnstall fuel storage tanks, piping, and accessory items as indicated on the plans, in strict
accordance with the manufacturer's-instructions, and in accordanc� with application section of
EVFPA 30, EVFPA 31, and all National ar�d Local Codes or Ordinances.
E. Vent tank to aimospheric pressure through the manway co�er with one {h } four (4") hole in the
cover. Prorride screen over hole.
F. Af�er setting fhe tank and prior to final and complete backfilling, test the pipe line attache� to the
tank for ieaks and integrity of the instaikation. Test tl�e tank again with compressed air at 5 psig
with no lass in pressure for one hour.
3.03 FIELD QUALITY CONTRO�
PerForm all testing and submit all reports as required ta the Gity of Fort Worth.
3.D�4 CLEAN AND ADJUST
Carefully clean tanks and piping to remova all debris and wat�r.
3.Q5 PAYMENT
Payment shall be made for the cornplete instafiatian of the undergt storage tank as shown an
drawings and associated appurtenances descrik�ec� herein including manway, piping and gate val�e.
END OF SECiION
Und�rground Storage ian4t 75550�4
FiW 00244
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5l31/g4
AC 15�/5370-2C
Appendix i
APPEHDIX 1. SPECIAL SAFETY REQUIREMENTS DURI�G Ca�STRUGTION
i. RUNWAY EKDS. Go�structio� equ�pment normal�y shou�d not �enetrate the 2�•3
apgraach surfac�.
2. RUN�AY.EDGES. Conatruciian ac�ivi�ie� narmally shou�d nat be perffi.it�ed �ithin
�00 feet of �he run�ay centerline. Hawever, construc�ian ma� be per��tted �it�in
2fl4 feet �f tha ru�way cen�erline a� a case�by�case basis �ith approvai af �hs air�
port aperator, the FAA and �he users.
3. �AXI�AY5 AND APR0�5. Narmally, con�truction activity set�back lines should he
Zocated at a distance �f �5 feet plus ane�half the �ingspan af t�e largest pr�dami�
nant aireraft from the ce�terline af an ac�ive tax�way or apron. HoWever,
constructian aetivity ffia,y be permitted up ta the taxivay and agrorts �n use�provided
that the activity is first etiordinated xith the airport aperator, the FAA �nd �he �
users; NOTAM's are issued; marking and�ligh�ing_prvv�sions are implemented; and i�
is de�erminad ihe height of eqnipment and materials is safely be�o� any part of the
air�raft using �he airport operatians areas whieh might overhang those areas. An
occa9ional passage of an aircraft �ith �ingspan greater than 165 feet shau�d be
dealt With on a case �by�case basis.
$. �XCAVATION AND TRENCHES.
a. Runways. Exeavatiorss and open trenehes may be perma.tted up to 2�b feet
from the centerline of an activ� run►�ray, provzdeci they are adequate�y signed,
lighted and mar4ted. In addition, excava�ion and open trenctzes may be permitted
� safthin- 2QQ feet of the runway •centerline on a case-�y-�ca9e basi9, i.e., oable
�renches, pavement tie-ins, etc., uith the apprcaval of the airport operator, the
' , . �'AA and �he users . �
b. Taxi.wrays and Aprons. Excavation anci �pen trenches may b� permitted �p to
the etige of structuraJ. taxiway and apran pa�ementg prova.ded the drop-aff is ade�
quately signed, lighted and marked. � �
�. STOCFCPS�ED MATERIAL. Extensive stockpiled materials shou�.d not be permitted
within the constructian activity areas defined in the greceding faur sections.
6. MAXIMUM EQt]iPMENT HEIG�iT. Notice of prapased� construction shall. be snbmitted
ta the appropriate Airports distri.et affice for review prinr to the placem�nt of
canstructian equipment on airports. The guiding cri�eria involving FAft Part 139
certificated airport9 and grant agreement airports is that all construc��iar� plans
and s�ecificatioas require direct coordinatioa wittt the apprapriate Airparts
di.strict, field, or regional offiee. In addbtion, airports should file FAA Form
7�60-1 when equipmen� is expected to penetrate any of the surfaces defined above in
paragraph� 1, 2, and 3. Airgdrt aperators ar�e reminded �hat �'AR Part 157 requires
p�ior not�ee to oonstruct, realign, al.ter, ar activate any runway/'laac3ing area or
assaciated taxi�ay for any project r-��hich is non-�eder�ally funded.
�. PROXIMiT'Y OF CONSTRUCTxdN AGTIVITY TO �3AVIGATIqfFAL AIDS. Canstruc�ion activity
ia �he vicini�y nf navigaCioraal aids requires spec�al� cdn�iderat�on. The effect of
the activity and its permis�i�Ie da.stanc� and d�rec�ion fram the ai.d must be eval-
ua�ed in each instance. A coord�nated evaluati.on by the airport o�rerator and the
x
Ac i5als3�o-2c
Apnendis 1 - . 5/31/84
�AA is necessary. Technical involvement �y FAA regional Airparts, Air Traffic,
��ight Standards, and Azr�ay Facilities Specialists is needed as we1l as co�struc�
tian engineering and managemen� input. Particular attention needs ta be given to
stockpilin� materials as wel� as ta the movement and par��n$ of equipment �hich may
bnterfere with line-�o£-s��ht from the ta�ar or �nteriere with electranic emissions.
iSee AC 15d/53a0�2D, Airport Design 5tandardsmSi�e Requirements For Terminal
Navigational �acilities, currsnt edf�ion, for critical areas af HAVAIDS.) �
$. C�NSTRUCTZON VEHICLE TRAFFIC. With respeat t� vehicular traffic, aircraft
safety dur�n� consiructian is likaly to �e endangered by four princ�ple causes:
inareased traffia �olume, nonstandard traf�ba pat�erns, vehieles withouC radio oom-
municaiion and �ar�ing, and operators untraiaed zn the airportfs procedures.
Because each construction sz�ua�i4n diff�rs, airgor� management �ust develop and
coordinate a canstructian vehieZe traffic p�an with airpart users� air tr�fFia��
control and the appropriate con9�ruction engzneers and cantraotors. �his pZan,
�hen aigned by all participants becomes a_part of the c�ntraet. The airpor� opera-
tor is respan�ible for coordinating and enForcing th� plan. .
9. LIMITATION ON CQNS�RUCTIO�.
a- Ope��f�ame welding or tarch-cut�ing o�erations shnuld be prohibited unless
adequate fire and safety precautians are provzded and have been appraved by the
a�rport operatar.� A1I vehicles are to be parked and serviced behind the canstruc-
tion rsstriction l�ne and/ar in an area de9ignated by the airport operator.
b. Open trenches� excavations, and stockpiled material at the constructzon
site��should be prominen��y marked with arange flags and lighted with fla9hing
yellow lig�C unita {acceptable Lo �he airpori operator and the FAA) during hours af
restricted visibi�ity and/or darkne9s. Under no circumstances are flar� pots �o ba
near aircraft turning areas.
c. Stockpiled �ater�a� ahaald be constrained in a ma�ner ta prevent movement
resuit of aircraft blast ar wind. � Materia3 should not be stared near airaraft
turning areas or movement areas.
7�. MAR�ING AND LIGHiING OF CLOSSD 4A HAZARD0�5 AREAS ON AIRPaftTS. The construe�
tian specifications should inclade a provision requir�ng the eantractor ta have a
�an an ca31 2� h4urs per day for emergency maint�nance of airport hazard ligh�ing
and barricades.
a. PermanentlY ��o�ed Run�ays and Taxie,rays. �or run�ays and taxiways which �
have been germanently clased, the lig�ting circuits should be di9connected. �ith
runways, the threshold markings, r�n�ay de�ignation �arki�g, and touchd4�rrt zone
mark�ngs shou�d.be obliterated, and crasses ahoul� be pLaced at each end at _,
1,OOO�foot {3oa �) interva�s. Nith �axir�ays, a cross �s placed a� each entrance of
the c�oaed taxiway.
b. gemporarily C3osed RunwaYs and Taxiways. �emporar�ly closed runksays are
treated in the same manaer as in paragraph 10a except runway markin�s are not ob�i-
tera�ed. �ather, crosses are �sually oP �be �emporary type (cons�rueted of
2
sr3�.ls4
Ai. 150/537Q--��
A�pendi.x 1
materia3. sucn ag fabt�ic ar �Iywaod3, and they are required anly at runxay erd�,
The crosses shauld be loea�ed on tap oi th� runxay nu�erals, For terupara.ry
marking, the dimensions of tr.e crasses Bay be reduced to per�it uge of standar�+
sheets o#' u�by-$�foot (1.22 b� 2.�� m) p�ywood. Tem�ararily clesed taxiwa�s are
usualZy �reated as an unusab�.e area as expl.ained ia para�raph iQd.
c. Cloaed A�rports. 4�hen ail runways are closed tempo.^arily, the runways ara
�arlced a� -in paragraph 1a�, and the airpar'c beacon is turned of�. When alI runways
are closed permanently �'�he runways are marlted aa in paragraph 14a, tEse a�rpprt
beaafln 3.s di�c�nnectied, and a croas is p�aced in the segmented circZe or at eeatral
�acation if no segmentad circle exists. .
d. Hazardo�ta Areas. Hazardaus areas, in which no part af an aircraft may
enter, are in�dicated by use of barrXcades +�ith alternate orange and xrhite;.markings.
ihe barricadea are supplemented with arange flags ai lea�tc 2Q by 20 inche9 {5p by
50 cm)�aquar.e and made and instal�ed so that they are aI.ways i.n the extended posi-
tion and proper�y oriented.- For nighttime use, the barr�.cade� are supplemented
wi.�is fiashing yellaw 1iglz�s. The in�ensity of tne lights and spacing far barriaade�,
ilag9, and lights �aust be such ta delineate adequatel.y the hazardaug area.
e. Na�ices to Aa.r�en (N(}TAt�'s ). The airport o�rerator should provide infor-
mation on closed Qr hazardous cQnditons to the Iocal air traffic cantroJ. facility
{control tower, approaeh control, center, flight service siatian) so that a NflTAM
can be issued.
f. Stabilized Areas. Halding bays� a�rons, and taxiways are sometimes prn-
vided with shoulder sta�iliza�ion to prevent blast and water erosion. Th.zs stabi�
iizatzan may have the appearance af a full strength pavement �ut .is not intended
for aircraPt u9e. Usually Che taxiway edge marking will define this area, but con-
ditions may exis� such as stabi}.ized i�lands or taxiway curves where confusiQn may
exist a� �o ►�hich side af the edge stripe i� the full strength pavement. kihere
�uch a condition exists� the stabilized area ahould be marlced with 3-foot (1 m)
stripes perpendioular to the edge stripes. On s�rai.ght sections, the marks shouJ.d-
be placed a� a maximum af i00-foot {�0 m) spacing. Qn curves, the �arks shauld be
placed a maximum of �0 feet (15 m) apart between the curve tangents. The stripes
should be ex�ended to 5 feet (1,5 m) fram the edg� of sta�ilized area ar.to 25 fee�
(7.5 m3�in J.ength, whichever is less.
g. Run�ay 5h4ulder Markin.�. I7s�a�.ly the run�aay side atr�pes �aill irsdicate the
` edges ot" �he fu�l strength parrement. However, conditions may exist, such as excep-
tiona].l.y wide run�rays, rehere there is a need to indicate the area not intended far
� uae hy aircraft. in.such cases, ch�vrons should t�e used.
11. TEMPORARY RUNWAY THRESHQLA DiSPLACEMENiS. Identification of temporary runway
thresho�d disp�aceu�ents shau�.d be located autbaard of the r�snway surface. These
cauld include outbo�rd Ii.gi�ts, Run�ay End Identi�ication Ligh�s (REILS), and
ffiarkings. 1�k�e extent of the mar%�nQ and li�hting should be directl.y related to the
duratiQn of �fi�e displ.acemen� a9 well as �he tiype and level af airtra�'t activ�ity.
��
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Ar.��'�3ix I . 5Ag"��`Y _SF'�'CIF;CATION C�TIDE
s�. �23� ��etV ��ll'�T1P�1tS:, �1,Zi� �P�'�QL�i�i7C� p� �1�.5 COfl�i`r3CLT '�^�
airpor� �u�ays ��axiways, arx3 air�zait par� aP�ans stzali r�nain i� use �y
a,�.resaft to �,e m�xi.n�m� ex�.en� pc�sih�e. Ait�raft use ef ax�s rs�r ttie
�,l..�a�s''s work w�l� be wn�zvlled �a a�iriimize dis�r�r� to �.�
corz�rac�or's cpera�ion. �he cantractor shal� rxre a�law his/hr� �lc�'e�,
�,l.�actors, suFp�,iers, ar ariy per-.,on �'er tahcrn he/sh� has cant�oi �o e.��
or xa�tiain in ariy �x-� af �e airFa� �c� �1d be h�zardccLs ta Fexsca-� c: �
al�"�ft aQe..rat�,or�. Whes�er airc�aft cperatiars x�ire, th� (Cantracti�'�4
�ffic�r, �4��, ��- ?�Y �nier the cnnttac�oz tfl s�s-�erx� cperatxor�, r.�cv�
Pl�. P�"'���, �4��-n�, � r.sat�rials �o a safe 3.oca�ion asd star� �Y
urttil ai�raf� �se is axr,�].ete�d. .
2_ Ct�tacle FYe� Zone f OFZ ): Cor�struction activi �y �aithin an �ac].e fl"ee
Zone wil.� req�ire c3.osirx3 par� or a�.l of the affecr�3 runway. S�e Figur� l.
3. Amroarh Clearar�ce to Runways:. Rurn,ray Iarx3.ir,g th.�-e..�holds s�hall be locatzci
f,a pz�ride an ur�L�truct�d approach surface Frith an appraach rati.a �ver
�ignP�t arri material as �hos.,�n on Figur� 2,
:� 4. F�r�rav and Taxiwav Safetv Ar�as: Ccn�tri.�cti�n activity ttzthin a n:rrt.ay
safety area �+ill re�uire closir�g �rt or a13. of the af�e�'-,�d runway.
. ��tnzctian activity urthin raxiway safety az-�as/aL�tacle fr�e are.�s is
,� pex�is..�ible when the taxi�.ra,y is c�pet� to air�,-�ft ttaffic ].f:
a. Ade�uate wingtip/e.'rg��rSa9e �Zear�:-� exisis k�t*.�een the a�x�-azt arxi
�i.gr�eizt/mat e.rial ,
b. E�ccava�.ior�s, t�-�en�'�es, as ather car�itiar� are �r�spiai�ly ��ked aryd
11C�1 �-a;7ri � .
c. Notices ta Aixznen ai-e a,n effect� conc�rning �he ac�ivitY, �,�ua�ly ";�n
� �u�.nt adj acen� ta �xir�ray ►�
Saf�ty atea dirr��n.sio,ns are siicxan on Figures 4 ard 5.
�. 'Ihi�--�holci Mari�_is� ar�d Liahtina-
a. T�r-ar�, threshold �ar}cir� is ix�quit'�d� na� r�uireri} . Zhr�eshol,d
a5ax�irz3 �ill be fi�zzished by r�e (aiz�ort a,��s, cr��ctox-, e�. j.
; � �- '�raxy �hres.hoZd �ic��.i�x3 � i�i�, rxsC re�ire�) . Tt�r�hold
, �ig�t�irg w�I�. be furnis�ed and maintai.r�3 �ay �e ( ai��-por�. �s, cc�t..*acr.�r,
� �r � .
1 I
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c. •�.'e�araiy �vi�ual aic�s (vAS�, P�I, REIL, etc_ } are {rec�ui��d, nat
r�u-Ed) - Ti�e v'�.1. aid(s)� �rs.1.1 be �r�,��h� anc3 ma,�rtta� �y the {air-�So�
O�, �`�i, OC?i1�2`dC.'�A�, ��C . ) -
6. C�.Q��,E� RL�1GTdV �'�3r}C1T1�/�%Z31"d 1'"�3'C'}C1.i1q:
a. Clo�,ed n�rn4ray ma.�k..inq is ( x� �� rxre. r�+ S 1.*�d j. C1c��d rurrriay
�ar'kirag sh�1.1 be (as shawn on t�-ie plarbs, fuzn� skied hy the owrres� etc. )..
b. I�zar� 7narki.rr� and �i.gi��ir7g �.hall be as �uired by the (air�ar� vw�r►
project supesin�.erxien�, er3gir�r, etc) , ar�d sTial� be as (d�criheci �n -
�-tion af the specif ica�i�r� ,�s sh,c��n an the p�ar,s , etc .).
7. VPhicle Identification arxi Farkirra�: . '
�
a. � Contsactor .vehicles arxi e�?; g��t sha11 be identi.fied by (Ces�.--z-�e
mark�sxl �arx� � �igh�ing) .. � .. . . ..
b. �a34Ye� parkisx-7 shalZ be (speca.fic loca�ion, car as designate� by the
�4�-s, ��rin�'rxient, aitrart ns�rsager, etc. y . ; , .
8. Canst-_ructaon Site A�s arr� Naul Roads: Arxess to the jr� site shall �
via (s�i�ic rcute, �s shawn �n the plans, designated by �.he er�gir�r, .
�ri.rrtp�dent, ai.z�r:-C ma�r�ger, etc. ) . . � ,
9. Radio �nications : Fadio �Lications are (�uis�d bet�„�s the
carstra�..or's x�eprese�'tative ar�d the Cnntrol Tawer) ,{not requ�.x�i) • (S�irY
ar�u�i.ca�,ion ts in as much c3etail as pc�siblE- ) .
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..�.�-:;�:� ... . t�)�:u.Car�tn�ian�activitv .�in a n�rn,aav a�rcach may•r�.tlt'in a r�d
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r�����s. Cnor3zna�e �h� with �he Ai�sp3ae a.r�d Pr�ut� �-a.�, rS'ri-530,
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{2) When �,aui�nes�t or can.s�zvc�iaNr�ainn�enance act�ivitv � be on a
� x�n�ray and a da�ision is mad� to ]�p p�rt o�' ��uns�ay c� for a.irt.zart,
p� �€ t� �a� � be cl� as .��n irr �'�g. 3. '�e 3i�.~�erlsior�s s�cxan are
i � � �. � _ � r,�;�rio��v�; a .I.azger clas�d . ar�a � si�cwn . �y be nec��r
� c�epe�� ar� air�ra� �, leve� of ac�ivity,. P�Zot� ter.�iq+�e. a�d e�,�ne
�eic��, a� a�a].Ie� cl�d area may be pass�le t��er scme �' .
'Ihe�e �.a:� `a�e based an eqi2ig:s�nt� heighfi� �f zt�o�st 15 fe��; hig�er
, c�j ect� asaY �e4�x�.re spec�al c�ns iderat�on.
, � .. . , ._ . � .
I� .
. �
� • ' • . . � • s:
- . �'- e�ctsed Area - I
� IISABLE FdJNL�AY - 500' OR 1000'� Equi�.ntr
�� II�1D ' . . - - REIDCATFD �tES�LD � II'�'D
.
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,
r
LTse �he fallowirg dist�arsc�.s frr� the canstrucCion,/�raintenanc� activity to
the z�lo�ated th�hold: �
� .
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Page 8
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�nall aircraft (12,5oa l.�s. or less) - sao f�.
7��e aix�z.3� {More ttiaa� '! �, 5Q0 1ts. )- 1000 ft.
Fig..t3 • Ftelocat.ed Zhres.k�l.d �'ar £quign��t an �he Au�ay
"' "". . • � �.� ..�....� ...��. .... �'I . . ... . .. �. . .
0
Pax 7
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8
0
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blfil�9
' Sr� 520Q.5A
c, �a�,ra,y.rar� T�ci�ay s.a,���.�_.Y ._' ... - .
(1) Ri�av sa�'e�v areas �' ��i�n os �ain� a�ivity i,�
prnhib,��ed .. ixi xuanaay �a�egjt ar�as ��i1 e�� '�ull ' 1 e�th o f�he rt�ray i5 �z .
2rc3rm�1 "FAA. m�in��ar�ce� af visu�., apQr�acri, arxi n�vic�a�.ic�al a�ds is
�T�; «ible wi�in safet�r a_rea.s pravided� vehicles, ma�erial, ar� exca�va�ens do
rr� ��ra�� a xur�ray 4FZ arrl ��? r-�„�„�s of �'agraph 7b for a�pxz�ach
c�.ee�rdr�ce a�rer_veh:icle�rr.e�u�.gnen� a�d_ma�:eriai az2 met, .
..- (�) Rt�rav safetv � are.a dimerLsior�s,. az� sha�m irt gig. 4. f�c�.sCing .
s�afetji�areas a� a pa�faaalar airpart nax be ��e� or s�nalZ�r �han �,�ie stzrs3azd
dimP..n�ian l.is�c3. �� c�ru�tnxc�ion or inai*?�p�� a�ivity z�u_,� ta,k� plac�
within the s-�eci�id sa�ety ax�a, it is alsa aa�ept�ble ta r�stza.ct tl�e x-t�rn.�y
tas.e t� a�naller 53Z� af airc.-raft and use a nazx�owex arri�or shar-�er safety a,��
dimerision far the durat�an af the ac�iv�ty.�
�
. _._ __.. �_..._ ._ .. � . :. _ .. . .. . � � - . . _... _ .�. . . �
: b � . �y � G ---�
� Safety Az'e3
Fd3N�iAY DESIG?� CA��RY - S.AFFTY Ar'Z�'A DIMQ�15I�5 (Ft. }
�--- • a ar b (1} c (�)
-�-I.--��Utility AC I5Q/5300-�
a, Vis-u,al nr Nanpr�cisian
D��gn Gnx.� I
Design Gro� 27
b. Precision InstzzanP�►t '
Des ign Grs�v.p I .
D�ign G�p YI , .
�i� �� xx� �
� .- - - . .-- - -- -
2 • TrarLspo�. AC �.50/53 �O�1Z
30 12Q 240
40 150 �QO
�10
I.QO
�o�
3Do
. 3Dti
3Q0
500 (3�
�aa
600
5C}0
1000
�
(1.j i1s� di�sion a or b, �+hic�ever �z��s in �he great�T disearr,� fxrr� the
�u-���r c�:n�l�e. �
(�) Us� din�r�sion c nr �h� exis-�irx� safet,y a�.rea lerx�h, ��ichev�*� is �e�s,
� ixrt r� less �-�n �00 ;eet.
�-- {3) S�ne c��i�ica�ed air�or�,s i�ave n� �zmit use af 400-fco�. wide r�ra,ray
`.. � ��'ef�y •axe� �ring cor�structian ar� maintPnar�c�. Cc�rdinate gr�p�.s c�i�
�e A�az-ts �fe�.y Sec�ian, •A5W�55�..
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. Far 8
�'�g. � E�r�ay Safety Ar�as
Page 9
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s�i �aoo:s,a."
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(�j'� 'l�x�•�ra��.age�v--areasfr��cTG L��-a��4 =_-�ee-F�g: 5. �� _ ..
�i�rr�fmairit_�� ac�i.vi,�y �.s �*�*�, �-���� in �axikray . c�a�le free
a�e ar�3 safety'a�eas i� the a�:t�,vity is haz� �3t�d arx3�og l���s3 arri
No� are-in e.�fee�: 5�ia� aa�i�erd��on ���e given � the heic�� of
bas-si�, '�as�e.�•an3 'ot�er'�aarn-ung'dev�r_es �o' �Iear air�xa� c�ir�geips,
p�lJ.ers, :ergir� � e�c. � ��tzca�s may � be n�s.saxy s-u�c� � : . .
. .' -_ ".. �, L�sj�^�g• �'W1.�w�Ce�S�r -�tp "[��.,de ��d].r�.�af� p�,� 2��rr_1c,
� Vs� �T�ora�Y �a�cl`.�aY r�a���igh�i,ng �o de�az�r aitz��,ft
c.la�r a� �he area, .
l:
��5�virx3 equ�gr,ent aiY9. pF's�.�i7,ne1. i�211 CZ�'ar tcs a1 �Qsd a, Ltr�� �t 'ta
P�� ��Y • '
ti��cr��
C:tt,:iwCi
_� ___._ :.... . • - -... � .
.:.� .�. --.�._.M.r - -- -.�, . ' ._.. __ ._.... . .. ._ . _ .. - -
'Si.�... .1 � t:ti�IkAY�
...:'�".C:.i: � S.u-RI''
• i lii.a. • _ ��"
' .�kl.� � �
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. _ �_ .. . GIC�x�+r.:i � •
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F'ag. 5 Ta.�c�.uay ClPar�r,�s
0
Des i.gn Gz'� i 1)
. It�s. ._..- I II II� IV
'�`ax3�aa,y Saf�ty 49 79 11.� I'il
Ar� ���
T�c��ray C�je� 88 l�q �86 260
�� AtEa �did� .
V
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3�4.
{1) 'I�rpzcal ai�saf� in �hes�e � are lis�ed. in A�perr.l�x 3.
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�age � Q. Pa.� 8
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�l1L 1�11/�� E�9 y . . � G:.�rr�.•
, ' 7��9ffi9 �3��
` '�;' .. .,. ._ ,_ =_ �_ . "" ..;_ _
, r+�P�'�dDl:i �._. Si:vG:S2'�� �?��4ni. ?nOvx;i�V =C��.•_.:�'=z'C'.'=::: �. C: �=.'
_ -,
_ ' ' .. --- C��r.:iQL.S�. ..e'SYZ11:� n:i� r^.�5i1'�.'��.'. �Lti.:if.i. : rSV.�..T' �—� .
�-- '-- T�:e� caizCractor �s_here'�y�Lz.:��:�ed. tt�.at chare� are _::s��I1z� c-i �;:e _�__�:�
. , "..�.Ftt?,',I,�VnzLiSj_ 1:1CLl1C.F��^y,�_.•.W�Li:Cll:= '_i.�ita�ion,..:tiSi�, L`:� a.^.d �;� ;�cai:��� �::..�e
� • � ' �7z�.nsmieter's;;;L'.S. S:eat,`,er �:.�re�u �aci!�e,��; ��ec�_..c c��i�s �-� c�::_=�',�
-,_.�_... ��'�fll3�l:lg '�C�"ai,1CR i;rl�Ir'+Z�� �r.� _�CiliClEs, 3rd OLher zZz�C.;.G . �2= C=�:,_3
sezving. other t3C].I_cies. 5uca .;,-.V,�zDS, :J2acher L•t�rQ�u a::� c., ar _�c? _;t,� .
sn� eZectri:c-c�filesr..-:�3L.'-Q`' �;�IL�"�aocec��ci c:uzz^.� t`e �e:�_� ,�v.^.s��_��_:z
-• ei:ii'e'. �,'arw �u'nder t::is ccz�r�c�-�:n.:ae.�cc��plish�e a:� t;:� vi.��;a�; -a� _;���
..' � faciliti�s and cabl�s' azly a;. �.�oroved �er'c�s a= r._.:�e. .-w�=c�.�I �,
_.__. subj.c:ct �to•:.it'.:���.r4L,_- ::�;� ;._..:� ��c��sz c� ei:,i;��_s i:� _re s:�_�:�_, .
_... - e�e•r�ency can�l�i._�.on"s��;i 'c:e �:�:.���^.S �--===:� are�s, _..:�c_=�__.:z .:,
.�. _- ei�er�en�y 'condi;t�ions, a :�i =�r',�a•r o�'.;er r��aso:� �ee=.-_r.ed �� =-e
en�;ineers �.GCinS una�r ta� oraars snc! i:�sc.::c_io:Ls o� ::e ai�=�r� '_--=_���,.�
an�Ior 'ch�e� cesi5r.�:e; .-.�� ;cp.ese^ts��.ve. :�;:y i.:�s�..:c�_�r,s, �_ _..:�
co:�traccar ;.a clzar any �;ivLn tirca, ac .:^y �_-z, ;s� =:ti� ar___ :az:;, „-�
airporL r.�,na�;er��nt or. �:�e _::�, .c�n�_n! �eutr C�y ==.:tc :.r e�.:: -�� ;,) ,;_F+
bz ::camedi3reLy �xecu���. �.:or,scruc�_an c:orti uilt E:z cc::.::�nc�_ _.. _ :a _'.•_�_ .
_ ���
az'ea only unen ac?�i�z.ar.si _.s�=.:c:.�ons :.ta i�54�c =_ _: m c:cw�; �__..,.__� -
_��
�a�.rer �t1d COT1C�dZ �.:��i�5��icJCt::7� i0 c1:1Ci FSC;a '�'71�j ..:n .�ri�rt�.�� .:<.�..�'��
W:1�Cati 3tld OC!1EL �: C=�i.__C.''., :11�= : a nar::��. -� ''='�. --L.:. =t•. ;: c:�S:.-�;:5
FQ� _::� 2:i�ot^SLIr3LS O_ �Lr:' CORC..7,C_Ota bti;ara �ny. �ar:� ].:1• �-_`.. ��^�__,�
v�cini.ty'is SCa.r.i.CG�_ T::�:2.'.LGc''� C!1rOtlsati: ��:: �C1.,=� __�= 4; �....� C�:.^.5�_
..: C -
t�on thzy st�.a1L �e aratec��d ;_c:a �:�y possi�? e_ dan��e _-c;_.._-_
� c=Yss_^5
ui[E� e�r.aese�:ari"d �ecuzYzenc, etc,'
T?:ese speciai p:ovisia:�s i..�er.r� ca ;-aK� �Cr',::c�Ly C�ed�� w�L .. �...
��..
p�otaccian�as Fr'�� :r�s�'r,Lia, R'�s,::�=� �u:e :u s.^.G oL: er _��_! ___�s ,.:r.�
�,
csoles by �nis coRc_�c�nr a� �L1 �i�es. .
The c�n�r�c�or sEza11 '_,_=adiat�i� :ca�,ir, ai�:l _:.'�n�.c�;:i G:�ctr�.�1 �.; '�
stiilLed �ror�.�en, �ny un,ergraur.� c�bles servi: S F:-� :;:;';.;L�a, ::ea�;;�:r
°s;ea� ar.ti_ ati:er azrro.c _'acil'_�_es, �rhica a.e ��.rage� �y hi� _c.i�_e;s,
ec�:i�zen�,or Aork: �rzar approv�i o� t�:e �'n,t.�ausc 4e n��air.e� =ar �:i2
�s.e.zals, ,vor��ez, tire a� �sy or n:�h�, r..�c:�od ai r�aaz,rs, �.r.: ?a,- 3�,;
_ te;�naxa�y or gzr�ar,en�• :epai,s t::e "cor.tr�c.ar propases �� rsa�.� �� �;t•; ;�,�
:�:.V�;ILS ars� .�at;.Liei�s danaged by the c�ncxac�ar. �_'iar ���rc�:�L c:I .;e .
..z?��r.eer_nr.a: �:►e re?:esz::�ac:t:� da5i�nuccfi �;i`�;�e at:;,arc _.=^.�.a��;;=
^usc �c oh�a�::ed _ar _..e -ac�: _s: s, -or':-cr r �i-� a: �.�; oc r. ; _
, .z�.s :�;
c::� -.��;od or :apai:s :�r• dny �e;-�orary or �,er::a:�en� :e�ai:s .`:�: ;�r.::;;c;,,.
prcYa�es ro :�a;ec co LLr.�� at::e: a�r�or� [1c�Z:�ies anc+ c3,�Ecs ��::1�,cW ��• ��-�s
Cflt]�.SCCCr. ••
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. �PPendi�.3.Y . -� _ - -.:.._._. Y... . '�.:.:....:'.. --�: . . :,� _:��/�3..--:.
.,,.,.,--r-t� , ' ;PaSe�--..�.. � . �_ . : -� �- - -: . . . . .. . .. . . . .- _.. • - � ---•- : ,'; . , : �
_..,...._: :::'= .. .�' . '-- �--- •� ��. . ,.: �'. � " ' - ' . , -'. . : '. . . ., -.
�-"`� ,, . _,.�'. ,_- . _ .. .... . . . _ �:... .. . . ,' ._.._. � . . ' _.,� -
.__-.. �� -- '�t,i.syra�ogna;ed•-th�e.the .i.� Soansor T�..�i�.i _^c�= c�sts =o; �-p?c••�=- '
.•.,• , .. - _ _..
' ' � ' ""r � �salaries, engineexing =ees, ar.ri a�.;�e•rs:ise i:� eoc�r,�c�;.a:, ��ic;, �a� ��::=_,
_ and inspectian� and �eparr �or-:any such canr�e�,� �c�.4s_: �y� t�z �c :�r���c:;
� � �� and consequent�.y �hat Che ( S�onsar ) �ay :�c:�, Iass ❑� irc�,e �v
f _. reasan..af -Lhe aiversiorc a€ aizcrai� t,����i.c '_�ar� ��:; : i:Cac: =�;rsi:_-_
..� .fzt�ra�.-infierrup�ion af tne use o� air�.ar� '_ac:Y;��?s; .�r.d L���• �ue:, -
��� �e:cpenses and loss o� incQ„�e are noc ,:.easuraol� ,.cb ;,;.� r..a�: ;o_ ��
.. reasanably ascer�airsabla at the t?:ne oz anv i.,cz :=�c cs�sed . �„�,
..contraccar. Tne C Soa�sar ) and the canc_; c�c; -�,c�:: ��.�•� :� .-;:Y
"" �� �� assessmenc• of liquiaa�ed darna5es i� lieu o;. su�z zx�c�ses .ar c:��:_
... . darsa.�es �incuzred �by� �:se. (.� .��oRsor 7. in �c�_;.ia;� tc :`e ob1___�:c-
of thzs con�ractor-to zr�r�edintely re�air a�.� c.��1c3 C_ ;3C3.!:,�i_s �a.:.a��c
k�y the corstxactar wit:�in t;�ree =eet oz ck:e i�ac�__o : e� ,.az �:��-a c�__-�-
.. �
_ _ _: ��'_th.e _�ngia�ex, �as � set����arth -a�ave, �he st:.� c: ,� Y �;.::I 1 ��=
de��cted frora any money due t:�e co::�rcc,o�, �.� _a :� .....: ea �,s c::_ ;-;:�
��con�raceor, �he "f 5vo�sar ) sha11 �ave :;.� __�;� __ �ec�ve: :��c ;::-
__�_or- suens—from•�-t�:�—cnnz�ae�ar, �:cn c;-:e su.�e���, .._ ==�... ....�:1. -.._ _-c�:-:
oi these rfed�ctinns are ta cover i:ca:.ca,�aa ��:�_�es �� ;: � s=c-so;
incurzed by addicz.oRaL 3rsd 'oGt;er e:ca�r.ses a: �...�;.� ._; __ _;:,-;� ..--_^ �-�
� inczdent ox' inci�enes cause:...'�y .. ,e ca-,.��c�c�, _.... z4c^ ,sz�"sc=_�::s �r_
nc�[ considere� penaLcies.
._ �- *' �nserC $SaQ.OQ� �Q� Snaller ai�r�r�s, $I,CC�.��� _�. ���_,:� i;�;� a:�:o.-;s,
and $2,QOQ.OQ zor large i�u'� airpor�s.
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