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PAVEMENT iVITH A 7" CURB & 2' GUTTER RATE FRONT GROSS AMOUNT CREDITS NET AMOUNT SUB TOTAL APPARENT PER FEET ASSESSED ASSESSED TOTAL COST FRONT FOOT CONTRACT $ 1,672.25 10 PER CENT ENGINEERING $ 167.23 TOTAL CONTRACT $ 1,839.48 CURB AND GUTTER: RESIDENTIAL 1.80 316.0 $ 568.80 $ 212.40 $ 356.40 COMMERCIAL $ $ $ TOTAL FOR CURB AND GUTTER 1.80 316.0 $ 568.80 $ 212.40 356.40 $ 356.40 PAVEMENT: RESIDENTIAL $ $ 4.06 316.0 1,282.96 682.46 600.50 COMMERCIAL $ $ $ TOTAL FCR PAVEMENT $ 1,282.96 $ 682.46 $ 600.50 , — TOTAL ASSESSED _ $5.86 316.0 $ 1,851.76 $ 894.86 $ 956.90 CITY'S PORTION $ 882.58 4 � a�'9�� ��'�'�'g 91.'T58t 08°89� 96'Z8ZT 0°9T£ � 0�•69ti 4b'6Tti � ` � 08 8Z = 08•t � '�J '8 'Q� �9T � � � ,' 9i'GZT = 98'6 � �07 •nuo� �L•TZ �atT�W OTZ . 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PAVEMENT NITH A 7" CURB & 2' GUTTER RATE FRONT GROSS AMOUNT CREDITS NET AMOUNT SUB TOTAL APPARENT PER FEET ASSESSED ASSESSED TOTAL COST 1 FRONT FOOT CONTRACT $ 5,519.51 10 PER CENT ENGINEERING $ 551.95 TOTAL CONTRACT $ 6,071.46 CURB AND GUT I ER: RESIDENTIAL 1.80 749.0 $ 1,348.20 $ 378.72 $ 969.48 COMMERCIAL $ $ $ TOTAL FOR CURB AND GUTTER 1.80 749.0 $ 1,348.20 $ 378.72 $ 969.48 PAVEMENT: RESIDENTIAL 4.06 749.0 $ 3,040.95 $ 1,189.31 $ 1,851.64 COMMERCIAL $ $ $ TOTAL FOR PAVEMENT 4.06 749.0 $ 3 040.95 $ 1 189.31 $ > > 1.851.64 TOTAL ASSESSED $5.86 749.0 $ 4,389.15 $ 1,568.03 $ 2,821.12 CITY'S PORTION I $ 3,250.34 ZT'TZ8Z � EQ�'89�t ST'68£ir QZ`8b£i 56'tl#{i� � `6trE: 1 - : 00' OZ = OZ' 0 ro� °,z� Tane� � 00T , . 00'9b ` = 9ti'0 � 's� 'Sa�1 �OOT 9£'T9Z = 98'S� '�� �-o'I aPtS s9'i�b 9�°G�b8 � 8Z'09Z 80°L85 9't�bt ,� OT b-1 00•OZ5 00'99 � � � 00'OZ = OZ'0 � ',z� Tanes;� ,OOT 00'9b = 9b'0 �°�� °SaZi ,OOT 00°985 00'08T 00°90b �'OOT • 6H a6aTTo� 9T S-Z 00'OZ� 9b'6£Z 00'OZ OZ°0 c� °�� Tanes� s00T ��'9b � _. 9b�� � �S.J .�Saa 1�� � , � . . . . , . � � - 9b•ELi= 98'S �'�� �a'I �ptS ,9'6 9t�°6�L 8Z'£EZ 8T°9Z� 9'6Zt u/ 5 T OZ'605 GL'E�Z 08•OT = 06'0 � �T�o c{.xn� �Z 00'OZ OZ'0 � '�� Tan��J ,00 00'9b = 9t�'0 ro? 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N 3f1N3t1b O.L l� 3C1N3�1i � �n��nd ��a�o� ��OI.LdI��S�Q ZI1�Im � �0 Z 'aN 3Jbd 9 � �b '�1 SI�fI t�9-6Z-9 :3.LdQ .L��.LNO� I 'i'IO�i ��I�+i1SS�SSd idNI3 � 5�2��3NIJN3 � anuany p [.uu�o�g • g u�uuaTo� 60TZ '�.st ;o uosnu� °any caewa N.-anuany TC •sr �s�.aaug •3 uo N anuany �� caospoQ •� utn W anuany p� Zu� �.st�.deg �ano�.s 2��I3Pd0 1�Z�iHdO�id 50 T-°€ � T-t�� �bOI-£ TT�t�� �. £0 t-� �'C-b� �OT�-�Ti-�b� IO Z-�t T-1�� 'oN �Lb�2 3I.L2i3� '0� �IH.LI'IfI.LIg SdX3.L s ��dii.LNO� ENGINEER'S FI,.-ii, ASSESSMENT ROLL PAVING OF HUGHES STREET FROM AVENUE N TO AVENUE J UNIT No. 5 OF 6 AP 64-113 PROJECT No. 097-24000-124 ROADWAY WIDTH 30 TYPE OF IMPROVEMENT: RATE FRONT GROSS AMOUNT CREDITS NET AMOUNT SUB TOTAL APPARENT PER FEET ASSESSED ASSESSED TOTAL COST I FRONT FOOT CONTRACT $ 23,513.03 10 PER CENT ENGINEERING $ 2,351.30 TOTAL CONTRACT $ 25,364.33 CURB AND GUTTER: RESIDENTIAL 1.80 2341.7 $ 4,215.06 $ 334.08 $ 3,880.98 COMMERCIAL $ $ $ TOTAL FOR CURB AND GUTTER 1.80 2341.7 $ 4,215.06 $ 334.08 _ $ 3,880.98 r PAVEMENT: RESIDENTIAL 4, , 2341.7 $ 9,507.30 $ 2,336.36 $ 7,170.94 COMMERCIAL $ $ $ TOTAL FOR PAVEMENT $ 9,507.30 $ 2,336.36 $ 7,170.94 TOTAL ASSESSED $5.86 2341.7 $ 13,722.36 $ 2,670.44 $ 11,051.92 CITY'S PORTION ' $ 14,812.41 08'Z££ bZ'Zb - ` ' 08'ZT = OZ'0� '.x� Tane�� ��9 6 � tii�•6Z = 9�b°0 � 's� °Sa� ��9 � �b0"5L£ OZ'9TT b8'65Z ' -�b9 �� �o °qnS � . 00•ZT£ 09'6E - ' � 00'ZT = OZ'0 �°.z� Tanes� �09 6 c 09'LZ = 9�b•0 c� 's� °sa� s09 Og'I�£ 00'�Oi 09°£b� 09 /1 �o aqnS � 00'ZTE 09'6E � 00'ZT = OZ'0 ro� °.z� Tanes� �09 09'GZ = 9i�'0 �•s� •sa� �09 09'I5E 00'80T 09'EbZ 09 „� 6�0 °anS fl . 00'ZT£ 09'6£ - 00'Z'C = OZ'0 �',r� Tan�s� �09 6 9 09'LZ = 9t�'0 �'s� •sag ,09 09'T5£ 00'80T 09'�t�Z 09 „ �o anS � 00'Oz5 05'ZTZ =`� 00'OZ = OZ'0 m� s� Tane.z� ��Ot - . 00•'�� = 9t�'0 �'s� 'sa?i e OOi . a � � 6 9 �-o"I 05'9bT = 98•5 m� 'x� �o'I aP?S ,�5 05'Z�G 00'9ZZ 05'G05 �ZT _' �-H ��aTTo� �o'anS 8 98'� S . 08'T s S.LIQ3ti� .L003 90'ti t ." � � �335 8b'3NI3 �'3 :L003 .L'I�i0�I3 JN3WSSHSSd ZSO� 233.L.Lt1J N3d'.LAJ '8 'S� Z333 � SSIQ3tl� SE�i�AIR40 QNH 30 3AISf1T�X3 SN0�3 .LINi1QNtl Sf1CQv 1i.L�i3d023d `fl�i(1� S.LI��I�AO�dWI JP�C3�lddtr NOI.LIQCM X�ig .LO'I T r �nN�nb oi �t �n�i�n� = sa��is s�x�ru� �t�oi.Lai��s�Q .LTKm tr9�6Z-9 3 3��a �.��o� .____ _ 8 � Z °oRT 3Jbd i'IO�i .L�i�`�SS�SStI 'IdNI3 ! 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OZ'Ot = OZ'0 � •�� Tanes� �t - �''£Z = 9t'•0 �'s� °Sa�i,�T 98"86Z 0�'T6 90°L0� i� �.H abaTto� 9T g-iZ 98•6 s 08'T: � S,�IQ3t1� .L003 90'b s ' �033g �3NI'i �3 Z003 .L`i�I0�3 . i90� 83.L.Lt1J 83d'.LAJ '8 'S� 1333 S.LIQ3t�a S�2i�Nt�10 QAit/ 30 3AISflT�7C3 ZN02�3 J.�I3Yii.LSMQV A.L�i3d0�Id `St�fl� S.Ltd�ti311�8cMtI .LN32i�dddt/ KOI.LIaQb X�OTS� .LOi r anN�n� OZ N 3t1N�lld �.L332iZS S3HJf1H $�SiOI.LdI2i�SHQ ZIidld 8 �J G 'oN 3Jbd 9 � 5 •�,I.LINt1 b9-6Z-9 3 31bQ .L�H�.LNO� ;_ _ 'i'IO�i .LPI�+1iSS�SStI :� ?d�I3 5��33NIJN3 ' . saqfnH 6Z8 ' spxeu�i� •H aFTs�u 8�T-£TT-��t ° sac�f nH E£8 saxsed �g • GZi��tT-SH ' , sa�6nH 506T - ` doc�st� •� uretTti 9ZT�°ETt-�H s sexa,� �uo�.fut�.z • •I,Mx.� .zaauoid OObE �o� •�.suo� sat�.�� �-�aZ CZT-ETT-�H _ sexa,� �uo�6utt.zy •ltnna�d xaauotd OOb£ °o� •�.suo� sai�.i�-ts,� �,zt-£ii-°5H ?i3t�10 •oN 1�.L2i3d08d �.Ld�I3IZ�3� , a '0� �IH.LI'I1lZIH SG'X�.L =�}�tltLLrlO� , FINAL ASSESSMENT ROLL PAGE No. 5 OF 6 PAGE U E No. 8 CF 8 • , CONTRACTOR: TEXAS BITULITHIC CONTRACT DATE: 6-29-64 UNIT DESCRIPTION: HUGHES STREET: AVENUE N TO AVENUE 3 l'1.Sak': 'Jl A N 1 - I.J' ' \- ,,I y /0L6LLLM1 I Wilt : tR YOOi CERTIFICATE PROPERTY LOT BLOCK ADDITION ' APPARENT IMPROVEMENTS CURB s PROPERTY ADJUSTMENT AMOUNT No. OWNER FRONT EXCLUSIVE OF AND OWNER'S CREDITS OF FEET CB. B GUT.PER GUTTER COST FRONT FOOT PER.LINEAR BEFORE ASSESSMENT S 4.06 FOOT CREDITS $1080 $ 5.86 H5-113-129 Charles B. Eason C 16 College Hts. 51 207.06 91.80 298.86 51' Res. Cr. @ 0,46 = 23.46 1825 Hughes 51' Gravel Cr. 0.20 = 10.20 • 33.66 265.20 H5-113-130 Anna Lora Gilchrist B 16 " 51 207.06 91.80 298.86 5l' Res. Cr. `_ 0.46 = 23.46 W. T. Waggoner Bldg. 51' Gravel Cr. @ 0.20 = 10.20 33.66 265.20 H5-113-131 Farris E. Finley A 16 " 51 207.06 91.80 298.86 51' Res. Cr. @ 0.46 = 23.46 1817 Hughes 51' Gravel Cr. @ 0.20 = 10.20 33.66 265.20 H5-113-132, T. T. Dugan 17 16 1a 102 414.12 183.60 597.72 102' Res. Cr. @ 0.46 = 46.92 3520 Avenue K 102' Gravel Cr. @ 0.20 = 20.40 67 530.40 H5-113-133 T. T. Dugan 16 16 " 102 414.12 183.60 597.72 102' Res. Cr. @ 0.46 = 46.92 3520 Avenue K 102' Gravel Cr. @ 0.20 = 20.40 67.32 530.40 • 2341.7 9507.30 4215.06 13,722.36 2670.44 11,051.92 . ENGINEER'S FLcAL ASSESSMENT ROLL PAVING OF iILLIE STREET FROM LANGSTON STREET TO AMANDA STREET UNIT No. 6 OF 6 AP 64-113 PROJECT No. 097-24000-124 ROADWAY WIDTH '4n TYPE OF IMPROVEMENT: 6" H.,I.A.C. : AVE t.E T ,,1TH k 7" CURB & 2' _ TTE.R RATE FRONT GROSS AMOUNT CREDITS NET AMOUNT SUB TOTAL APPARENT PER FEET ASSESSED ASSESSED TOTAL COST I FRONT FOOT CONTRACT $ 8,748,73 10 PER CENT ENGINEERING $ 874.87 TOTAL CONTRACT $ 9,523.60 CURB AND GUTTER: RESIDENTIAL 1.30 636.0 $ 1,144.80 $ 286.20 $ 858.50 COMMERCIAL 1,80 432.4 $ 777.60 $ 95_an $ 682.20 TOTAL FOR CURB AND GUTTER 1.80 1068.0 $ 1,922.40 $ 381.60 1,540.80 $ 1,540.80 PAVEMENT: RESIDENTIAL 4.06 636.0 $ 2,582.16 $ 292.56 $ 2,289,60 COMMERCIAL 4.06 43200 $ 1,753.92 $ 0.00 $ 1,753.92 TOTAL FCR PAVEMENT 4.06 1068.0 $ 4,336.08 $ 292.56 4,043.52 $ 4,043.52 TOTAL ASSESSED $5.86 1068.0 $ 6,258.48 $ 674.16 ,$ 5,584,32 CITY'S PORTION $ 4,039.28 r UNIT No. 6 OF 6 ENGINEER'S FINAL ASSESSMENT ROLL PAGE No. 2 OF b CONTRACTOR: TEXAS BITULITHIC CONTRACT DATE: 6-29-64 UNIT DESCRIPTION: WILLIE STREET: LANGSTON STREET TO AMANDA STREET D•SC} 1PTiON (k PROPERLY ASSESSME_NI RATE PER E�OOT CERTIFICATE PROPERTY LOT .BLOCK ADDITION APPARENT IMPROVEMENTS CURB t PROPERTY ADJUSTMENT AMOK. No. OWNER FRONT EXCLUSIVE OF AND OWNER'S CREDITS OF FEET CB. & GUT.PER GUTTER COST ASSESSMENT FRONT FOOT PER.LINEAR BEFORE $ 4.06 FOOT CREDITS $ 1.80 $ 5.86 W6-113-101 Ladell Smith and 10 Brackeen 55 223.30 99.00 322.30 None 322.30 Clara Smith Sub. 1408 Illinois • W6-113-102 Lonnie Wilson 9 " 55 223.30 99.00 322.30 None 322.30 4821 flillie W6-113-103 G. C. Alexander, 8 " 53 215.18 95.40 • 310.58 None 310.58 Ida Mae Alexander & Odessa Alexander 4817 Willie W6-113-104, H. T. Wise 7 a 53 215.18 95.40 310.58 None 310.58 1222 E. Terrell - 1 1 1 W6-113-105 .o Henry Thomas Wise,Jr. 6 53 215.18 95.40 310.58 53' Res. Cr. Q 0.46 = 24.38 286.20 1016 E. Davis . a6-113-106 Henry T. Wise,,Jr. 5 " 53 215.18 95.40 310.58 53' Res. Cr. Co 0.46 = 24.38 286.20 1016 E. Davis 1 • � aue7 .zapia3 6b£Z OZ'98Z 8£'t�Z .= 9�b°0 �'�� 'sa�I ,E� 8S'OTE Ob'S6 8T'STZ £5 ,� 8T s.za6pog �C,zsaZ ai.x�w £t1..��t�91�� � OZ'98Z a�iTTM t�OSb SE'�Z = 9b°0 �°S� 'Sa� ,�� 85'OTE Oi�'S6 8T'StZ E5 n 6'[ ssa6og •� uuat� Z�1-ETt-9�1� a?TT?M 008b OZ'98� 8£'t�Z = 9ti'0 �'s� 'Seg ��� 8�'OZ£ Ob'S6 8T°�T� £5 ,� OZ aan3 °3 a6soa� Tii-£TT-9�� �tTtiM T08b - OZ'98Z 8E'�Z = 9t�'0 �°s� 'Sa�i �E5 85'OT£ Ot�'S6 8T'�TZ E5 _n Z Tea�iO SaT�W OiT-EiI-9M ' � .. sesuex 'd�.i� sesuex P�Tg uo�.6uiq�eM ti£OT OZ'Si8Z 8E'tiZ = 9b•0 c� °�� 'Sa�i ��5 85'OT£ Ot�'S6 8T'SiZ E5 ',� Z 6uoZ •p Tau�3 60t-��iT-���� Epu��ti ZZ9T � OZ'98z 8�'t�Z = 91�•0 c� '�� 'Sa�I �£5 85°OZE Ob•56 8T'�TZ E� u £ u�.tu�g aa7 at�.�.eH 80t-ETi-9P� f�� 'q�� atijtM 608b 02'98Z 8E't�Z = 9ti•0 �'s� 'sa�t-�£5 85'OT£ Ob'S6 8T'�TZ E5 uaaxaexg }s M�s,(H iTapd LQt-£TI-9�i ' �._ - 98°6 S ,08•T S � __ S.LIQ3t�� .L003 90't� t 32i0338 �/3hIi � :�3 JA03 .L'N0�33 � .W3WSSHSSir .L�� 233Z.Lf1J �I3d'.LAJ '8 'fi� Z333 �4 S.LIQ32i� S�2i3f�A�'A QNd 30 3AISf17aX3 .LN0�33 �i3i�l0 �°N .L[V1101�Ytl .ZDI�VliSfl.CQd 1GL83d08d `S�i(1� S.i.�d�Y�/iO�dWI T.N3�i'dddt/ NOI.LIaQV x�OiS' .LO'I 1�,Lii3d0�d 3Zd�I-3TZ�"3� � i�a�ss �an�r� oi , .ta��zs �oss�c�� :.LH323.LS 3I'I'ITt�I :�z.ta���saa .tznan� ��-�z-9 3 �i�ra .t�d�xo� •0� �IH�.I'Ifl.LIS S�fX�,L = ��y�,�o�° � 5 � E •ont 3�da ��o� .trr�tss�sse _ t 9 � 9 ° �1 .LI'Y�lti 'Ib'NI3 S e �3H3NI'�PI3 UNIT No. 6 OF 6 ENGINEER'S FINAL ASSESSMENT ROLL PAGE No. 4 CF 5 CONTRACTOR= TEXAS BITULITHIC CO. CONTRACT DA1E: 6-29-64 UNIT DESCRIPTIOtIt WILLIE STREET: LANGSTON STREET TO AMANDA STREET DESCRIPTION OF PROPERTY ASSESSMENT RATE PER FOOT `" CERTIFICATE PROPERTY LOT BLOCK ADDITION APPARENT IMPROVEMENTS CURB t PROPERTY ADJUSTMENT AMOUNT No. OWNER FRONT EXCLUSIVE OF AND OWNER'S CREDITS OF FEET CB. & GUT.PER GUTTER COST ASSESSMENT FRONT FOOT PER LINEAR BEFORE S 4.06 FOOT CREDITS $ 1.80 $ 5.86 M6-113-114 Elvessa Willis 17 Brackeen 53 215.18 1 95.40 310.58 53' Res. Cr. @ 0.46 = 24.38 4812 Willie , _ Sub. 53' Crb. & Gtr. @ 1.80 = 95.40 • 119.78 190.80 J6-113-115 Dennis Mitchell, Jr. 16 If 53 215.18 95.40 310.58 53' Res. Cr. @ 0.46 = 24.38 1520 S. Edgewood Terr. 53' Crb. & Gtr. @ 1.80 = 95.40 I 119.78 190.80 m6-113-116 R. A. Green, Jr. 15 n 5 215.18 95.40 310.58 53' Res. Cr. @ 0.46 = 24.38 4810 Willie 53° Crb. & Gtr. @ 1.80 = 95.40 119.78 190.80 m6-113-117 John Livingston 14 /S 53 215.18 95.40 310.58 53' Crb. & Gtr. C© 1.80 = 95.40 215.18 6412 Vel Drive J6-113-118 Lester Jones 13 "" 53 215.18 95.40 310.58 None 310.58 2200 Amanda j6-113-119 Lester Jones 12 • 2200 Amanda 55 223.30 99.00322.30 None 322.30 � 4 � s " , ZE'�b8�� 9t't�L9 8t�'85Z9 O�b'ZZ6i 80'9£�t� 0'890T ,. ; _ . . 'q�S' � �Pu�� OOZZ ' OE'ZZE ` , . auP� 0�'ZZ£ 00'66 OE'EZZ g5: uaax�e.zg TT sauor .za�.saZ 0��-£ii-9l�.h � 98'S S .08•T : � - S.LIQ3�� .L(}03 90't� t � � �I033g ��hII'i �3 1A03 .L`I�i0�i3 .�N3WSS3SSb .L9�� �3.L.Lt1J �t3d'.LAJ '$ 'S� .L333 30 S,LIQ32i� S•�H1�i0 Qt�I�d 30 3/►IS[1'I�X3 , .I.�IO�i3 2i3t�0 'oN .LI�tl1QWIi SMQd Jt.L2�3d08d `Stifl� S.L�T3�"d3/102id�1I J.�[��iHddd �IOISIQQt! x�Qig� .LO'I J�3d0�d �L1i�I.3I.L�3� ; - .t�32i.LS t1QNtlUYd O.L , _ .L332i.LS TIO.LSJNK'I_ �.L33ti.LS. �I'I'IItd� tj�OI.LdT�i�S�Q .LINIi �9°'6�-9 33.LbQ .L�i�LI�IO� �IH.LIZf1,LIg StIX3Z :i�0�dti.LNOJ ° e 1`l .7 J�d :. _ . � � � � o `�70�1 ZAI�5ISS�SS1i 'IdI�TI3 � S,�i33NiJN3 9 � 9 °�i .LI�tl1 , City of Fort Worth, `1 exas Mayor and Council Communication DATE REFERENCE SUBJECT: Final Payment, Assessment Paving PAGE NUMBER at 6 Locations on the East Side, Project 2 10/25/65 FP-271 No. 097-24000-124 lot Final Council action on the project described below is requested : Project Description Name: Assessment Paving at 6 Locations on the East Side Contractor: Texas Bitulithic Company Contract Awarded : June 29, 1964 (M&C C-323) Work Order Issued : December 15, 1964 Work Order Effective: December 28, 1964 Date of Final Inspection and Approval: August 31, 1965 Working Time Bid : 55 Working Days Working Time Used: 51 Working Days Project Cost and Financing Bid Price: $45,019.75 Final Contract Cost: $50,826.02 Partial Payments Previously Made: 7 Amount : $45,743.42 Final Payment Due : $5,082.60 Payment to be Made From Project No. : 097-24000-124 Deviation from Bid Price: $5,806.27 over-run because of the following: 1) Subdrains were constructed on Unit 1, Panola Street, to carry away seepage water encountered during excavation which would have been detrimental to the subgrade. + $ 940.50 2) It was necessary to lime stabilize 83 per cent of the subgrade although preliminary tests indicated it would be necessary on about 50 per cent of the base material in the project locations. + 3,032.00 3) During construction more utility adjustments were required than originally estimated + 1, 709.91 4) Variation between estimated and measured quantities account for the remaining difference between contract price and contract cost. + 123.86 Total Over-run $5,806.27 Compliance with Specifications Attached is a tabulation of paving test cores which were made of the gravel base and the asphalt pavement after construction, showing com- pliance with specifications within acceptable construction tolerances. During testing on this project 30 corings were made with the following results : v � y � o N � D Z �m � � o� �o oZ n r o n �. v m � , o n y m n' N A m m o A � < a rt rr w � � . N v o �' a� brw+ rwr � rn rr � � (D � � � w c° � � � n rr o V. O m I-h A rt � � OOO W N A n rn m O "U a• m m o. � � � � �'i O w �d N ft r� r• a o � rt O O 1-h N W w � m o H Gd n, r~r p� G sv r p r• � ]' fD n � a r ... � � � a � w r• i rr �-F N O� O w '� O CI' � o � � n. � o � � � a � o 'd �-rti � � � rtwcn �' rn rn m r• rD fD �i �'i � O O F�h �. rr (D o � n � rr r�y v • �'t I-� o rn w �• w a n � � rt � ''�.. C O fD O "d �b v � N C � � O O.. O o� r o � � rt � 0 0 �. 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