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HomeMy WebLinkAboutORD 22-W• FrNldd � t MUNICIPAL ORDINANCE (Construction, Reconstruction and Maintenance) AN ORDINANCE PROVIDING FOR THE........ CONSTRUCTION AND MAINTENANCE OF THE PORTION 0r.j[.3..__. HIGHWAY N0, .,-.9Q IN THE CITY OF ......... BEADMONT,... Texas .............................................. ................... ..•----............. ................................................... HEREINABOVE REFS RED TO AS THE STREET PROJECT" AND AUTHORIZING THE MAYOR OF THE CITY TO EXECUTE AND THE CITY SECRETARY TO AFFIX THE CORPORATE SEAL AND ATTEST THE SAME, A CERTAIN CONTRACT BETWEEN THE CITY AND THE STATE OF TEXAS PROVIDING FOR THE INSTALLATION, ..... ------ CONSTRUCTION, MAINTENANCE., EXISTENCE AND USE OF THE SAID STREET PROJECT: FOR THE INDEMNIFICATION OF THE STATE OF TEXAS, BY TEE CITY AGAINST ALL DAMAGES TO ADJOINING, ABUTTING AND OTHER PROPERTY, AND FOR EXPENSES IN CONNECTION .WITH ANY CLAIM OR SUIT THEREOF: AND DECLARING AN. EMERGENCY AND PROVIDING THAT THIS ORDINANCE SHALL BE EFFECTIVE FROM ASID AFTER ITS PASSAGE. WHEPEAS, the public convenience, safety and necessity of the city, and the people of the city require that the portion of ........ 1.»S*-.HighWgjt. 9Q„ being..t be.Rifler...Bridge.. S ups r s taru e t us�a........................................................................... ... ......................... ..................... . ---........ constructed. Since the existing street constitutes a danger and serious in- convenience to the public, it is urgently required to be remedied; and WHEREAS, the city has requested the State of Texas to contribute financial- ly in the -street project; and WHEREAS, the State of Texas has made it known to the city that it will assist the city in the street project by furnishing the necessary funds for actual construction, reconstruction and maintenance; and by supervising construction,"pro- viding the city approves the plans, grades and alignment for said project; and WHEREAS, the city, in consideration of the providing of said project, agrees to indemnify the State of Texas against all damages or claims for'damag e to ad�oining,'abutting or other property for which the State is liable, arising out of, incident.to, and in any way connected with the installation, the,,,,;,-_ construc- tion, the -existence, the use and maintenance of the street project or the passage and enforcement of this ordinance.. NOW THEREFORE, BE TT ORDAINED BY TEE CI'T'Y COUNCIL:. SECTION 1. That since the public convenience, safety and necessity of the city and the peopl& of the city require it, said street shall be constructed. SECTION 2. That the State of Texas be and is hereby authorized to enter upon .--....construct and maintain the street project at the location and in the manner shown on the plans, attached Hereto and marked "Exhibit A" and made a part hereof in all respects. SECTION 3. That nothing in this ordinance sha3j: be construed to obligate the State .of Texas to pay any direct, incidental, or consequental damages to adjoining, abutting or other property in enforcement of this ordinance or by reason of the installation, ........... construction,' existence, use and maintenance of the street project authorized herein. 1 10-43-1083 SECTION 4. For and in consideration orfthe mutual covenantg-"heroin-c-=:- tained, the city does -hereby agree to indemnify the State of Texas against, all damages. and claims for damages to adjoining, abutting, or other property for which the State of Texas is liable, arising out of, incident to, or in any way connected. with the installation, the ........ construction, existence, use and maintenance of said street project and does hereby agree to indemnify the State of Texas against all court costs, attorneys'' fees and all expenses in connection with suits for such damages, and shall, if requested to do so in writing, assist or relieve the State of Texas from defending any such suits brought against it. SECTION S. Nothing contained herein shall ever be construed to p.,ie.ce upon the State of Texas any manner of liability for injury to or death of persons or for damages to, or loss of property arising out of or in any manner connected with the maintenance or use of'the street project and the city will save the State of Texan harmless from any damages arising out of said-maintenence and/or use -of said street. pr4ect . SECTION 6. The Mayor of the city be and is hereby authorized to execute. for and on behalf of the city an'agreement and contract with the State of Texas in accordanc-e—with and for the :purpose of carrying out the terms and provisions of this ordinance, in the form attached hereto and marked "Exhibit B". The City Secretary is hereby directed to attest the agreement and contract and to affix the proper seal of the city hereto. SECTION 7.. The Mayor of the city, having requested in writing that this. ordinance take effect forthwith and there being in fact an emergency and imperative necessity that the work herein provided for be begun and carried out promptly and with expendition and that the contract aforesaid shall be immediately made, executed and delivered to the end that such work herein provideifor may be begun and carried out promptly and with expedition. The reading of. the ordinance on three several days is hereby dispensed with And the same shall be in full force and effect from and after its passage. PASSED by the City Council'of the City of Beaumont this the 31st day of October, .,A.. D., 1950. MAYOR 2 10-43-1083 STATE OF TEXAS GOUDMI OF JEFFERSON --,----.:-- I, .................... ....... ......................... I .................................................................. .. , the duly appointe4 q}ialifiecL and.. acting city secretary of the City of .... P.QU.rIty.t-..TeXas hereby certify that the foregoing pages constitute -a -true and- correct copy of an ordinance duly passed by the City Council at a meeting held. on ...... ............................................................................ A,D.; 19 ................... at . ...................... o'clock .......----M. To certify which, witness my hand and seal,of the City of ....... Beaumont ................................ TEXAS, this due........................................day of ................................. .... .. ..... ........... 19..........., at ....Be.a.umont.. T . .. ......... .. ex .... ...... .... ......... .... .......... .... .Ci ii. ISecretary i§ecreta ry of the City of . ................... B.eaum0n.t ............. Texas .. ............... Orainanbe (Highway Projects). 10-4.3-1083 3 L COMMISSION FRED A. WEMPLE, CHAIRMAN A. F. MITCHELL ROEIT.J.POTTS TEXAS HIGHWAY DEPARTMENT P*0s Box 3190 Beaumont,, Texas October 18,1950 Control 28-9-21 FI 328 (4) Ue So Highway 90t Superstructure Neches River Bridge Jefferson and Orange Counties Mrso Willie To Brockman City Manager City Hall Beaumont, Texas Dear Mrs* Brockman: STATE HIGHWAY ENGINEER D. C. GREER FILE NO. . Inclosed herewith are three copies of a Municipal Ordinance and two copies of a Municipal Construction Agreement covering the Neches River Bridge super -structure project* Please have the City Council pass the Ordinance and secure the signature of Mayor Plummer on the Agreement and return two copies of the executed Ordinance and Agreement to this office for further handlings m 6 Inch 5 Very truly yours W. Eo Simmons District Engineer By: 5�� Es R. Young Senior Resident Engineer L INTER -OFFICE MEMORANDUM CITY OF BEAUMONT, TEXAS Date: October 269 1950 To: Mrs. Willie J. Brockman, City -Manager From: George E. Murphy, City Attorney Subject: Ordinance and Contract re U. S. Highway 90 Super -Structure, Neches River Bridge. COMMENT: I have checked the ordinance and contract attached hereto, which was forwarded by the Highway Department' under date of October 1$, 1950, and.find both instruments to be in the customary form. I have changed the ordi- nance so as to delete the emergency clause, and same is now ready to be passed. George E. Murphy City Attorney GEM:h attach. COMMISSION FRED A. WEMPLE, CHAIRMAN A. F. MITCHELL ROBT.J.POTTS STATE HIGHWAY EN D. C. GREE TEXAS HIGHWAY DEPARTMENT P.O. Bog 3190 Beaumont, Texas December 4, 1950 FILE NO. Control 28-9-21 FI 328 (4) U. S. Highway 90: Orange County Superstructure Neches River Bridge Mrs, Willie To Brockman City Manager City hall Beaumont, Texas Dear Mrso Brockman: Inclosed herewith are the Cityts file copies of 19un.icipal Ordinance" and Municipal Construction Agreement" covering the above captioned project* These documents are fully exe cute d except for Mayor Plummer t s signature on the title sheet of the photostat plans attached to the Agreemente Very truly yours, Wo E,, Simmons District Engineer E. Ro oung Senior Resident Engineer ERY: mgb Incl* 2 M[JNICIPAL ORDINANCE (Construction, Reconstruction and Maintenance) AN ORDINANCE PROVIDING FOR THE........ CONSTRUCTION AND MAINTENANCE OF THE PORTION OI'. i..P... .. HIGHTJAY N0... ..... IN THE CITY OF ............131" TT' -A r n.. 'i rJ, , .........................................................................I.._...............-....... HEREINABOVE REFERRED TO AS "TEE STREET PROJECT" AND AUTHORIZING THE MAYOR OF THE CITY TO EXECUTE AND THE CITY SECRETARY TO AFFIX THE CORPORATE SEAL AND ATTEST THE SAME, A CERTAIN CONTRACT 'BETWEEN THE CITY AND TEE STATE OF TEXAS PROVIDING FOR THE INSTALLATION, ............. CONSTR7.4CTION, MAINTENANCE., EXISTENCE AND USE OF THE SAID STREET PROJECT: FOR THE INDEMNIFICATION OF THE STATE OF TEXAS, BY THE CITY AGAINST ALL DAMAGES TO ADJOINING, ABUTTING AND OTHER PROPERTY, AND FOR EXPENSES IN CONNECTION .WITH ANY CLAIM OR SUIT THZREOF : AND DECLARING AN?` EMERGENCY AND PROVIDING THAT THIS ORDINANCE SHALL BE EFFECTIVE FROM MM AFTER ITS PASSAGE. WHEREAS, the public convenience, safety and necessity of the city,'and the people of the city require that the portion of ... a.. FdrIm-ia�L...��...boiry*..the I'oehoa ____ P -1v :?.Br1 ct7.trRot: w -.Q ........ I.... .............. ............. .............................................................................. ......... be ............ constructed. Since the existing street constitutes a danger and serious in- convenience to the public, it is urgently required to be remedied; and WHEREAS, the city has requested the State of Texas to contribute financial- ly in the -street project; and WHEREAS, the State of Texas has made it known to the city that it will assist the city in the street project by furnishing the necessary funds for actual construction, reconstruction and maintenance; and by supervising construction, pro- viding the city approves the plans, grades and alignment for said project; and WHEREAS, the city, in consideration of the providing of said project, agrees to indemnify the State of Texas against all damages or claims for damage to adjoining, abutting or other property for which the State is liable, arising out of, incident to, and in any way connected with the installation, the.,,:construc- tion, the existence, the use and maintenance of the street project or the passage and enforcement of this ordinance.. NOW THEREFORE, BE TT ORDAINED BY THE CITY COUNCIL: SECTION 1. That since the public convenience, safety and necessity -of the city and the peopl& of the city require it., said street shall be constructed. SECTION 2. That the State of Texas be and is hereby authorized to enter upon ........... construct and maintain the street project at the location and in the manner shown on the plans, attached hereto and marked- "Exhibit A" and made a part hereof in all respects. SECTION 3. That nothing in this ordiaa.nee shalX be construed to obligate the State.of Texas to pay any direct, incidental, or consequental damages to. adjoining, abutting or other property in enforcement of this ordinance or by reason of the installation, ........... construction, existence, use and maintenance of the street project authorized herein. 1 10-43-1083 SECTION 4. For and in consideration of- the mutual covenantg-heroin -coli=, tained, the city does hereby agree to indemnify the State of Texas against all damages and claims for damages to adjoining, abutting, or other property for which the -State of Texas is liable, arising out of, incident to, or in any way connected. with the installation, the ........ construction, existence, use and maintenance of said street project and does hereby agree to indemnify the State of Texas against all court costs, attorneys' fees and all expenses in connection with suits for such damages, and shall, if requested to do so in writing, assist or relieve the State of Texas from defending any such suits brought against it. SECTION 5. Nothing contained herein shall ever be construed to puce upon the State of Texas any manner of liability for injury to or death of persons or for damages to, or loss of property arising out of or in any manner connected with the maintenance or use of the street project and the city will save the State of Texan harmless from any damages arising out of said -maintenance and/or use•of said street. project. SECTION 6. The Mayor of the city be and is hereby authorized to execute for and on behalf of the city an agreement and contrant with the State of Texas in accordance`vith and for the purpose of carrying out the terms and provisions of this ordinance, in the form attached hereto and marked "Exhibit B". The City Secretary is hereby directed to attest the agreement and contract and to affix the proper seal of the city hereto. PASSED by the City Council this ,A/ day of f , A. D. 1950. - Mayor - 2 10-43-1033 STATE OF TEXAS COUNTYOF.,.... ...... ............... ........... ................ ............ .. I .......... L=ar ... Qomb.q ...................................... I ..... ........ .... 9 the duly appointedl- q)aalified and actin'g city Clerk xktjffd� of the City of .... Pp.q-p *..,TW%0r.MqG(xL?TtYIT-0,2;t8q 29W hereby certify that the foregoing pages const-itute-a-true and correct copy of an ordinance duly pawed by the City Council at a meeting held on ............... Ootbber .. 32 .................................. . ...... I A.D., 19 50 ........... at ';LQ-..QQ ....... O'clock ..A....M. .To certify which, witness my hand and seal, of the City of .-POGUMnt- ............................... TEXAS, this clue.--.--.....3.1#...................day of... October .......................... ............................. . 19-50 ...... at . ..................Texas, City Clerk of The City of DOaummt . ... Texas .............................. Ordinance (Highway Projects). 10-43-1083 3 J MUNICIPAL CONSTRUCTION ACRM= ( Combination.Construction, Reconstruction and Maintenance STATE OF TEgAS X COUNTY OF TRAVIS This agreement made this day of 9 19-9 by End between The State of Texas, hereinafter referred to as the "State", party of the first part, and the City of Y County, Texas, acting by and through its duly authorized officers under an ordinance passed the day of the second part. , 19 , hereinafter called the "City", party of WITNESSETH Whereas, the City has requested the State to contribute financial aid in the improvement and/or maintenance Street from to within such City and has by proper ordinance authorized the State to enter upon and improve and/or maintain or assist the City in the improvement and/or maintenance of said project; and Whereas, the State Highway Commission under date of approved a program of work which includes the project described above, and Whereas, the State Highway Engineer, acting for and in behalf of the State High- way Commission in activating such program, has made it -known to the City that the State will assist the City in the improvement and/or maintenance of said street project by furnishing the funds necessary to construct, reconstruct or otherwise place said street in a condition to properly serve motor vehicle traffic thereon by preparing plans for said improvement and supervising the construction, reconstruction or betterment work as provided in said plans or may be provided in said plans condi- tioned that the City, as contemplated by Senate Bill 415, Acts 46th Legislature, Regular Session, will enter into an agreement with the State for the purpose of determining the liabilities and responsibilities of the parties with reference there- to, determining and providing adequate and appropriate means for the regulation of traffic, policing and maintenance of the project upon completion, and,provided further, that the City approves the plans, specifications, alignments and grades of the project, and, provided further, that the City will indemnify the State against all damages to adjoining, abutting or other property occasioned by or resulting from the installation, construction, existence, use or maintenance of said street proj- ect and the passage and enforcement of the ordinance herein referred to.... M-9-45-937 1 D -8_ --- J AGREEMENT Now therefore, in consideration of the premises and of the mutual covenants and agreements of the parties hereto to be by them respectively kept and performed as hereinafter set forth, it is agreed as follows; The State as its contribution to the improvement of said street project will prepare or provide for the plans and specifications, advertise for bids, and let the construction contract, or otherwise provide for the construction, and will supervise the construction, reconstruction or betterment work as required by said plana, and will pay the cost of those items indicated on the plans as to be paid for by the State. As long as the city street is a designated highway, the State will maintain said street project except those portions as may be made the City's obligation as mutually agreed to by the parties hereto. The State will maintain.said street project or.such portions thereof or extensions thereto as may be indicated on said plans for State maintenance, and such other portions as may be mutually agreed to by the parties hereto. The City, in consideration of the mutual covenants herein contained, does hereby agree to -and does hereby authorize the State to improve or assist in the improvement of said street project at the location, to the grades and in the manner shown on the plans, which plans when approved by both parties hereto will be attached hereto, marked "Exhibit A" and become a part hereof in all respects. The City will provide for said street project a right-of-way free of all obstructions and of a width sufficient to properly provide for the improvements shown on the plans, without cost to the State and will not, in the future, permit encroachments on said right-of-way. The City will provide at its own expense for the installation, raising, lowering, removal or other necessary adjustment of any and all utilities or services, whether publicly or privately awned, as may be necessary to permit proper improvement, maintenance and use of said street project, and, failure of the City to promptly carry out this provision upon the written request of the engineer shall, if such delay results in additional expense to the, State, be the direct charge and obligation of the City. The City agrees to pay to the State promptly the cost of making repairs to the subgrade or surfacing made necessary by reason of the installation, repair, removal, or adjustment or any such publicly or privately owned utilities or services, which may occur after the completion of the street project. The City agrees that it will refrain from passing an ordinance fixing a speed limit on the above mentioned street project of under twenty (20) miles per hour nor will it allow the erection of signs, semaphores and/or signals that will give preference to local routes which intersect with the said street project, nor that will slow up, hinder or delay traffic on said above mentioned street project. The City will at its own expense maintain all streets lights, traffic lights and signal devices on said project, and sweep, flush and otherwise keep said street project in a clean and sanitary condition. 2 M-9-45-937 D-8 The City agrees to execute all work,. either construction or maintenance, at its own cost and expense, shown on the plans,• which is or may be indicated on such plans asthe responsibility of the City. The City agrees to indemnify the State against any and all 'damages and claims -for damage to adjoining, abutting or other property for which the State is or may be liable arising out of, incident to or in any way connected with the installa- tion, the construction, the existence, the use and/or maintenance of such street project and does hereby agree to indemnify the State against any and all court costs, attorneys' fees and all expenses in connection with suits for such damage and shall, if requested to do so in writing, assist or relieve the State from defending any such suits brought against it. Nothing herein contained shall be construed to place upon the State any manner of liability for injury to or death of persons or for damage to or loss of property arising out of or in any manner connected with the maintenance or use of the street project and the City will save the State harmless from any damages arising from said maintenance and/or use of said street project. It is understood and agreed between the parties hereto that the City by virtue of the provisions of its charter and the laws of the State of Tess has exclusive control of and jurisdiction over all streets and public ways within the incorporated limits of such city and_ that the City has requested and consented to the construction of the above street project hereinabove named and the State in the construction of the above street project does so at the special instance. and request of the City. The location, grades and manner of construction shown on the plans attached hereto and marked "Exhibit A" are made a part hereof. In case of conflict between this agreement and said plans, the plans shall govern. Nothing in this agreement shall be construed to place any liability on the City for personal injury arising out of the construction of such street project. It is understood and agreed between the parties hereto that all obligation of the State, created herein, to maintain the herein above described street proj- ect shell end and terminate if and when the State shell abandon, cancel or re- locate such designation. It is further understood and agreed between the parties hereto that the improvement and/or maintenance of the above project by the State is for the sole purpose of providing the travelling public a more adequate travel facility and shall never be the basis of any claim for State assumption, or participation in the payment, of any of the obligations of the City incurred in the improvement, past or present, of any street project. 3 M-9-45-937 D-8 IN winum wH waF, the parties have hereunto affixed their signatures, the City of on the day of , 19 , and the Highway Department on the day of , 19 . W; Chairman, State Highway Commission CI3'f CF (Title of Signing Gtfficial THE STATE CF TEXAS BY State Highway Engineer APPROVAL Member, State Highway Commission District Engineer Member, State Highway Commission Note: Any official signing for and on behalf of a municipality should attach an original or authenticated copy of order, resolution, ordinance, or charter provision, or a citation to statute, under the authority of which this agreement is"executed. Each agreement should be executed in duplicate. M-9-45-937 4 D-8 INDEX OF SHEETS SHEET ND DESCRIPTION I TITLE SHEET DETOUR LAYOUT TYPICAL CROSS SECTIONS 2 ESTIMATE AND QUANTITY 3 PLAN PROFILE I HAUL DIAGRAM ROADWAY DETAILS DRAINAGE LAYOUT CULVERT LAYOUTS 4-10 BRIDGE LAYOUTS STRUCTURAL DETAILS AND STANDARDS 17-20 UNITS I, 2 $ 3 21FINGER JOINT ABUT. A 22 UNIT 4 Z3 UNITE 3.10 AND 14. IS 24 UNIT 16 2'-26 UNITS 1-10,14-16(TYPICAL DETAILS) 27 UNITS I1. 12 `13 (SLAB DETAIII 2B 29 UNIT3 11, 12 IS(FlNGER JOINTS) UN:T811$13(FRAMING PLAN 4 DETAILS) 50- 32 UNITS II 413(OUTSIDE GIRDERS) 33.35 UNITS II(13(INSIDE GIRDERS) 36 UNIT IE (FRAMING PLAN { DETAILS) 57-39 UNIT 12 (OUTSIDE GIRDERS) 40-42 UNIT 12 (INSIDE GIRDERS) 43 UNITS 11,12,i13(TYPICAL DETAILS) 44 UNITS 11,12 3(INFLUENCE LINES) 45-" UNITS 11,It#13(BEARING DETAILS) 47 RAILING DETAIL STATE OF TERAS STATE HIGHWAY DEPARTMENT PLANS OF • PROPOSED STATE.,..IIIGHWAY IMPROVEMENT FEDERAL AID PROJECT. F I 328 (4) SCALES, NET I-- OY PAOJ— 3826.0 FT. -0.724 uL • OR—E ORANGE COUNTY U.S. HWY. 90 SUPERSTRUCTURE FOR NECHES RIVER BRIDGE NO EpUAT/ONS AO EXCEPT/ONS DEL/VERY POIAtr Of MATER/AL Delivery Pt Ra,/r d O/3t.'Ce CepaCify Beaumont T. GNO /.O AIVI% 8--? RCS. /.0 Amp/e LAYOUT SCALE I IN 1000. FT. 1L 1 :-EF 1 F. aT.Ta .Io. w.• oa.. a.raaT �PiI< :I trrerwu mmrn Q�J� 3�.+f0 1 1 of a0 D 11\GflJl u I � Ouio STATE OF TERAS STATE HIGHWAY DEPARTMENT PLANS OF • PROPOSED STATE.,..IIIGHWAY IMPROVEMENT FEDERAL AID PROJECT. F I 328 (4) SCALES, NET I-- OY PAOJ— 3826.0 FT. -0.724 uL • OR—E ORANGE COUNTY U.S. HWY. 90 SUPERSTRUCTURE FOR NECHES RIVER BRIDGE NO EpUAT/ONS AO EXCEPT/ONS DEL/VERY POIAtr Of MATER/AL Delivery Pt Ra,/r d O/3t.'Ce CepaCify Beaumont T. GNO /.O AIVI% 8--? RCS. /.0 Amp/e LAYOUT SCALE I IN 1000. FT. 1L 1 :-EF 1 F. aT.Ta .Io. w.• oa.. a.raaT �PiI< :I trrerwu mmrn Q�J� 3�.+f0 -- OEM �__-�_------_- - ___-_------_---------_--_-_-_---__--__- __-__' -_--_-- - . ` M�N-Sm.' ���-----' --------- '-- - . � _ - _. _-_________ i' --ter___ ____ _ L JI._________� _.r 6 EAUMONT, TEx. Cpl %i LEGEND FOR NAV/GAT/ON L/GHTS �¢ ®Red Fender Marker Greene Ma ker cabl Note:The Contractor wi// provide cabfr for rrar'J +f n /Bhfs bed nnirff at a Junction box at thr 1 nest end of tha brides. ConnerNbn I M power source wi// br made tq othe B Pier No. 28 7 tnq p� Sfa 413.30.00 + la.3dSiB9..56cenduif instal/ed Q'� Fin. n ev 19.38 PL rem.— 0—. � /Kay ��Fill, (ft` 7b 011AHOE _� Attach to exlsNnf pie.^ by / ! mevns of ai{gte .r°n 61—k& E/. G@ Existin8 Bridge y4 � Fender �G� NH/es A phin �E Pier M.23 —V . 4/5.70M Conduit insfa//ed P. I. Sx 411 90.0 ® O Elev. 71.00 . I Proposal i, � Structure De A O 0.�,i• 4 �. 08 NS. �rO EH 427td+r00e +SO :AT/ON NAV/GAT/ON F •�6.. 4ry. 28.05 V.700 uc. t30 _ I ±14 --I - -- -- --- ---- r - -- - - — I - I +10 —0- - - - -- -- - -- --- --- --- - - - - - I I �• I i -- --- i i i -10 1 PLAN AMID Pf�OFI E _34 I I I F I F NEC I ES RIV�R BRIDE jI -30 -49 L. . v .a'J d J sta.az7+M4a 3�! 460 410��� iaw so•x,�,yy 4y,Wrw, _ - - Pp �ORANGL' I.3PB PJ 4) 9 IP/ sa 9 374 380 nia aui Gur✓/ De d d s2-4150, .. \� mar sqo�. yj D•/2•/O' I ea o nq 41 7.28.45, 9c0' E•/ P4��e-'��p. I :' L 5./5' I '�Fn�er typo S,ce R •47/.8/1 g .. I c,�naioniJinf 5 0B-�� l in Bria iI I I I ; Sle..988+89.SO� I q- V 1 6'lnf�rs/ Tjeffic Sli�a ' i r b I � emirs ngfh o{ afr�efure ; ' r� 1 I I 1 I v 1 O Bc— b-� 5 Spaces . �- S-r-�'Re/I Pool SPeC' 8E Currs LLfe D• /2'/O' ' + • T • /30.84' C • 254.79' ti QL R • 47/. Bl' • 1 -- - . - ��_ 70> �q/ Beg;n 8 i - Std J881•B SO I _ _ O73'� __,Wa•'t /,47'-O' h_ Un'i 6 c k&am, - Spin mad T. 4;"-m,,,Sala • � Fin.6� E/. 29.98 � � I -2.25_ • 8�. Ex _ I I Fu k Fir Fix, I 1 AQ Beni to. 589 22A{,! 6 Si Sle. 184.25-4 ' I' -20— i I LAYOUT -- -- -- --- ------ � -- -- -- --- S -RI ER -B iDGB---- ECH _ _,.,m_ �9zeru ---- � I i Sheet G e y ! nia aui WOTUU k 4 F7 SIO.. 390.3300 y— "—bP joint 3p.e N88.j4,E-.— LAI I T- RZ Sta. 390,8300 El. 25.02 /00' YC. . z #O.ZS .0 llni,' 4 2301 Cmt.IB— if (70-90_70 4 7 T— 9_8� S— _V. 40 40 30 'E411 AA4x A, Fix 1 IN io E — I 201 iiz 9 Bent5 3 q, 390-5125 4 80,n 11 , 3y.. 55 -'0/ 254 P Benr SM. �W+91.25 t. D—� SM, 9.11312.4 110 .... ..... 0 O 10 -21C -------- - -21C LAYOUT -30 NE HIES UVER RRIr)rF -30 Sho-1, 103 I+zo WOTUU k 13 10 AN6E 2Q / 9b 596-00 V . `I` II it it 40 C-1 20 JO lo 10 LQ 60 7' F! Beal sAl,6z2j [F1' sm ixtea 5' 10 0 0 -10 III -10 -ZO -20 CE Y OU ,M JESqlVEF BRIDGE -NEC SHEE F 13 10 AN6E 2Q / 9b 596-00 expa— Fant 4 L P1.S&598-7?S5 El. 25 613' vc Soo, e 125 za 201 co, I-A -7563) -61/0 fLnvt 40 50 JO 75 Lt 13.11 TO 8.1f imla. ffW SAR 117126. P 5 I ZV,04 J96. 6&,!j 10 Be) S1s.J2W,?7j5 1 /0 n f ni�ii, j77J 7,11111 -20 2 1D 1 JT -50 -AY(X RIVER DODGE -40 --NEICHES SH4 OF 13 QVI p,00 .50 F, 20 E P89 -•..� w .ou .w..w 150 .40Zrou 'J41 \`� _ i l i i2—,Fihyar lypr �' i i i }' �i�rr lypr 1 I i„ er¢.vucn janl i i i erpan�/ao Jo/nl V lji \ \ h cK tn f+ JO e%kf/ f! I f/. 7.70 ff00 I I I Bent la. a021 l.25 I Bent 5114 +B6I3 I I . 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ILfii�O•ltm!7(/�Ill�iA�r�IL�ItallF.till�� ■7Cf�LmJ���✓�� id3i+17,:�G7lt7�f-ii����1itJ6.ftLAlFf�r� O _ QITr�il�!7�✓.:?>r',77,�i21•C�����L::f��ifF�P�l•- I�/rtl�,zaa:�.r!nalEf>rn���I+��i1E/irr.���� ..WaL N =� t 1 Anier 1110, • _- � finge• lype � I I aprntm fa'n( I i l ¢rpm�.vaop/nl � I I I � I tO 04, , b I a; I 1 • ✓ 1 fN0 BRY a I ' J i I b I /ahpa/ Tra/fic• 5/ripes I MENEM NEMEC MENEM OMENS MENEM MENNEN I a GENERAL NOTES: = Orsyn• NPO -376-•N /aadmg A45HQ a�ciJ>�'�► d!h wrivtn�arl Nu /, I/IQ A//roWI/I xu//M dIS A. '. CiMfp O/IS1�Ll///>f otic 1pnrhd. _ �Olnrrabu rrNfw A+ronf !M/ nY /e pnlm i/'isrs - 1+ 77x alnc%re a/r4/gYlJ�o9e'ofd//in/h r!L//bi'vsrnlirdin f/x �loP'in'#-� !: lugr� ecmrds� Iv/fh. Nr vele • an esch �v'rl.. �' >r�/pcdsw�wss»wmtLAdlbrhp w7 /rii ttrd/MrnAlianWn rmi4rcsd�l4r j�' vi lrin m. 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Ganiera/ /cem �I/ Lrad fa- �� ,firde�a d!llVr Cmtrxhrr gMinf ✓myM uCiofad aGd .�/oif�S+dihplR.^+el4p.r w1ply v4/b•f/a rlrtalm/tM/nlbspan.o/riL S/rvrhra/rhrr/�'iM sd axJbM ssAN/hor rhrc-ahyaf omf(rhjro'awY x/Nagi!f/n ,Cndn-irdi6r 1x.14 �a6i/MMhaf7o-1 , - ,j 0• • J, LAY UT S RI ER RIDG :• ' [ OF_ X50 427.00 •5 4tdkn , r Jee Jhee/e No 26 c iii - EH ■11 ■II �ll IGHWAY DEPARTMENT rs 1,2 et 3 HEET .1 OF 4 RI�ER- "- 6WDGE' IF. riImv&,r-vFa ®I r I SECTION A -A &bb¢r SECTION C -C Pcra s�cr DETAIL 'l1 7dan6 !n eiery Tyfamf rO' °// d/edr+n Luid Jtdiont poa! docFef � B�raO '�� ,' 6+nC 0' 171177 S' /hs•Jl+ Jj' SHEET 2 OF 4 Ja NECHES RIVER BRIDGE TYPE B WIIFRLY �d//y(�en iBil�/10i du wf not c5i ad vv TYPE E RaY (JA allybG;/a re rv�..denydG;l. �a /br/ppe'e du See (dsnFC 1�7f7'•PF'S' 4P6'/ •�7T•6' adref N¢ISJ 0'a Iden D dF Nomina/SG6TA/chre /Faded /oo /Gn�ofafr bderJ�FfdrpW ? sf Abm/ru/SG6 Tb tinea SECTION C -C Pcra s�cr 0 DETAIL 'l1 7dan6 !n eiery Tyfamf rO' °// d/edr+n Luid Jtdiont poa! docFef TEXAS HIGHWAY DEPARTMENT UNITS 1,2 Ek. 3 SHEET 2 OF 4 NECHES RIVER BRIDGE - -z 0 tBed 6 EBe„fC Eeenfo dnB'run,/n arB' Lud dPLB' Lu,/.n B (.orf BILL OF a/ °6H � Ty E Bie/hm K ype EBi,f­ fBeai � See .rheeiNa AI Ser D6n d L h'i� xripn KK .rArefHe aY1 � 5611�i,Sp ��Iy�Bf[��¢FJ�� ' L!! ��� �➢, D ft3�J�[x�� LI���Oti�Qiif�f131��Edil NECHES -RIVER BRIDGE �, y �•;,4 p,,,,, mu FI E8 Q Rn N.TC wriv Ar.e �. � �• d 21 LLS ' t,� ���EJf,�I•i��Y3iF7tF�� � f6W�lm I .16Ali30 tP�Lrf� ffFiiil ��E7lF� Ederin� Seit`[f0 b l a1' u' °!' 71' 171' - TyprBOG/hz Edt nnSfi EBarnn� Type el,"I m B' p t. p �Br pSlb.. STEEL FRAMING PLAN 57 SO'S' B _ B�B'Cdvera bLen {n -O BARS BBP J7' ' b 5B� C M B=B' ape Cenp'fh _ _ - 19'G b n BARS CBO : MW d'a' 1 /0' • BAR E. BAR E j?] �fP ra � rar• �(Ai ii; r �— ' /nA,der R7 dGmek/.4p�I;d,;BAR F uF Pr ESTIMATE OF QUANTITIES BILL OF REINFORCING STE� 0 5 B p�r•>f ll` r• ��Iy�Bf[��¢FJ�� ' L!! ��� �➢, D ft3�J�[x�� LI���Oti�Qiif�f131��Edil NECHES -RIVER BRIDGE �, y �•;,4 p,,,,, mu FI E8 Q Rn N.TC wriv Ar.e �. � �• ANB 2d 21 LLS ' t,� ���EJf,�I•i��Y3iF7tF�� � �7i��I1 tP�Lrf� ffFiiil ��E7lF� t�0����j/���.�c➢R.,'1� EFIi r,?i���i�� DE>•���i7�6�PYEFiI �� 1111129111 D����ti>tta�6s; •.7e��il mums���i©momma WEA NEfH0 Wi.��g��s>�� C0lf0III I�ti.ii�Li'/G3 tF� —SEEM C�rA�Lf ��<f7iSif1�ZG3�1�� NMI 0I•ti71©Fi�����7� WIA" IIIIIIIIIII11W.FA=Ems r�o� rs�m���i+vc -eos� uF Pr ESTIMATE OF QUANTITIES C aaACaxm / B BLL 0 5 B ll` r• TEXAS HIGHWAY DEPARTMENT ' UNITS 1,2 813 SHEET.3 OF;4 NECHES -RIVER BRIDGE �, y �•;,4 p,,,,, mu FI E8 Q Rn N.TC wriv Ar.e �. � �• ANB 2d 21 LLS ' LATUU 1 Ur rlN%3rm UUIIY 1 H I t7tN I U (S1. dfW M Zfo-.Meo/A °W*+ s pytr"A aid !r 11 3 `-- S ,Mrrmz/2- fwu/a, jUnl dr/a// II rdedute�wa'/ �BDa xa d:a�sMd�c/E� N I TYPrBO(a 9' S iGrO(6ph s �R •` 1 6• ___— fcrrorkan m3smryp6Ar, I, 7' BFnf//F/ 'L pin ardaiuhhmGdt drtaitr AP7TE: :w .rAeat na L6 f� a'sm/b°ven°d� SECTION 3-3 3 mans/ /o �Innyer `wb. I SECTION K -K Uer J/ed f—My Afn' Md Na 61 ' 1 LAYOUT OF FINGER JOINT AT ABUTMENT 42 SECTION A -A . i fson n E tpen DEFLECTION DIAGRAM - UNITS 1,293 /or RL. dur As y 6 on Jea S/x./ No. 26 $n P�avf ir• BAR -Y PLAN AT 'L° (Jre 3/ce/ fzminq P.trn� i/xet Na 1.9) �bbei- Ja/n/ Sre/in9 '7mkd eQrr Campoand /. CONSTRUCTION JOINT I B6or P 1/N7J SECTION D -D SECTION 1.4 SEC. D"1 -D1 OPP. •HAND�os,TE -a . e� � 4 GN7J SECTION E -E SECTION 2-2 t TEXAS HIGHWAY DEPARTMENT UNITS 1,2&3 SHEET 4.OF 4 'NEOHES RIVER BRIDGE r,• ti.tw, x.°w H.. 32Q 20 � 2^ N E s2/ 90 i 4— LAYOUT, FINGER JOINT AT ABUTMENT NO. A SECTION B -B TYPICAL SECTION OF FINGER JOINT .5bra.7lrp/a1,.rAv//Mrrcmnf�parilcnrdloproperp-x4 Lv�7r,Caa mdlw'w✓/Aa pa/ afev:h Qolf TAe lh, y s/u// / arm gvnl,nel,Ar Jopa crlMLdla Lv olrllu,nyhii1.lop al. r Aigrp',h,�Curfe l d, parofr rh�l/b rurA,shraurdy hale fM p/ale lnprau l/raO uf /MmNay,nfAliv a1'4 gain-ahj..,y ry dreym'arilia m theriser- y svlau em,A1,& Cexrere in advlrnrnt abae cwutrea�.inn,/'wnl to br mresurcd ardpaid fa^ an C1aas A' C rrle (Blgtu). - - - SCV I IVn w-►� t A,r r 1 San' _ � L , N Q rul d' i/4,rVIA al Awle wdp,lhm r __ 51 Ix PR 4— LAYOUT, FINGER JOINT AT ABUTMENT NO. A SECTION B -B TYPICAL SECTION OF FINGER JOINT .5bra.7lrp/a1,.rAv//Mrrcmnf�parilcnrdloproperp-x4 Lv�7r,Caa mdlw'w✓/Aa pa/ afev:h Qolf TAe lh, y s/u// / arm gvnl,nel,Ar Jopa crlMLdla Lv olrllu,nyhii1.lop al. r Aigrp',h,�Curfe l d, parofr rh�l/b rurA,shraurdy hale fM p/ale lnprau l/raO uf /MmNay,nfAliv a1'4 gain-ahj..,y ry dreym'arilia m theriser- y svlau em,A1,& Cexrere in advlrnrnt abae cwutrea�.inn,/'wnl to br mresurcd ardpaid fa^ an C1aas A' C rrle (Blgtu). - - - SCV I IVn w-►� A,r r 1 San' _ I'd VF N Q rul d' i/4,rVIA al Awle wdp,lhm __ 51 Ix PR � I I n YB/0'tc —IIIS� Bi' 8" C 9' a ' -rz Bm Nll'31Jbg / 1 fivafr e.5nnl q BAR v, }'1 TYPICAL SCROLL DETAIL xn;':�y re"aY�i sp °ae",. ,q l SECTION THROUGH SIDEWALK ' Me!vnt 6ra+eo!lkrranrweriywlia, EXPANSION PLATE - ' ar.rkul TEXAS HIGHYMY DEPARTMENT FINGER JOINT. AT ABUTMENT N0. A NECHES RIVER BRIDGE J9 07�72.4PB 4 eNAPO C34ANQE 28 Y/ N,*:=" 40V .Jft Na ZV af df�W/l 11,1Z.20,11, Do, 1., .1 Zf p/ &-lpco QUARTER PLAN E'= PART SECTION A -A 0 9W STRINGER SLOPES Mo H r ----------- I r--� Eztz� A70 sp(-&AW* HALF ELEVATION x 11. X -10AL— BARS A Norm 1D For 6r ,w/ Abf" r LthwoO 5/,w/NO/6 4 Z7 flaome lhFor sh-t N -A; r ewly 6#2v Aa4i SAM 8 BARS c TEM HKOOMY DEFORTMENT TYPE D &WRM It -9 +aa a�tlhw. itAnWA& 2S HALF SECTION UNIT 4 BARS F AW 0 417' - -qto, 40, /W. ESTIMATED �11E BARS F1 NECHES RIVER BRIDGE 3 4 2 1 3 1 E�A 00NGRM-GONSTRWTM JOINTPLIONG SEQ.UENM BARS 120 JORAIVOlt JZ6 Pol 10' 0u-// /m /h of Voir I -t Genii I zsrD Ps`o' onalpu✓ r-;rdn</,to can,!"/ / J a 7 ----------------------------- ---- ------ /J- � Curb Une ' �------------ SymmefNv/ CONCRETE PLACING SEQUENCE til PI �j irf ' -iiif°7l/A^ IYana/rur/ion Jo: a „r � 36Ar/q ii `9 � ' -____--__________- .a!i_--- dot_ - ___-_-_�I�__•__ , IQfjBjC 41 ------- :IT _______________ ___ _--______-_ t1.8anC ' i 3d l7r/60 I i , � 36AF/60 ' 361/Sof43=D' I ,l 1 ___moi ___�—__ A ' Nape C Dtirfram rll : I r r' --- � _--- � '�lJoh•: lhin/3<r!� for e(/ Psro',Ghr 1 i--- Ir'+ I�''-/0.vrn,¢ ��� � i i lir d T /o he /he some �I PART SECTION A -A vf+ 1! P Di+/ham � -------------------'�------2---- '--iLL_-- _ . --------------- ---- n-------_ - - -r------------ ---------------------------- !v 4. mfYuenee hx end def/ecfnw? rn r_--__�__ di ram see sheef No. PS e i J-eo<aF./I'ce of rsaeb T r----- l ae' 3er�.ea 36neuro' �3 tl Ah � nhnued6/e poi/ draedrf � � iz r i'Z � I �/J/✓/ /r ' ' ` i iS s wi/b 6rr,d/C. � , T9Pr eLLilt.+m i � rya8 Dirfrom � �Typt D D%+!r m i I rr r- a I Jen r r------ - ----------------- - r4rs¢ E ' � � � � Curb Line � i z -I r rD'/d'' tdrdr 'Uhl' ao/Svhng ira/dedp e e d e -. - Po=/d' CanmunC /' 7 d• d' d' b' �' a b' Y b• b' �• QUARTER PLAN JTR//V6ER SLOPES •i • _-'`'ai. tw/e,.6,otl6r. ,:nFwv/d.{.earQ:m.drin; :r: ' .:• •� , J/aLMv/d'n un de,iat m,deelNaPS Dura de6T/ SA-lAb26 CONSTRUCTION JOINT BILL OF REINFORCRJG STEEL eaf ltdlrnT -------------- ---- -- ---- ---- ----------- - -- -- -------- ----- - ----------- ell ----- ---- ----- Na S/re S /h W co �-!� dr/, �udn /op/ion>✓e:<V,r,prAwbndl . ,ervor/ao dwria;i debd .fba(NaPi I •add+�sb<efNa 1G 'Ldd ltdrn/ sp/ice / 69 ham— ee t b:aira� tfii Shm (d,% _ t 7.01 _ 6t' /eto• / � Symz .adre/(U°i/ A - Zd/3 _. 37r ESTIMATED U T - HALF ELEVATION ,Q , e CY - rn , e a Ji d / [ /nc• e, to +pr t. rvc ura r / 9 D J' . r 16-0'C r Asa ° c— /' /bol J Jnra I r / mmadoo/f • I � .7¢rmneiriN Slob /h/rdar„e, ,hew.. aboral d Unifi S. q a /D /e(a of d dvrin�t P �_ I 1 E unite 7(8 o/ farrd 6rari pa and .af rAi're pa/nfi. symm edod d BARS A BARS B � 7 FSa� �r de gd' , Oat .!• Fa1 eoS porfbrac �`//• Z � j . a GarsF dd' Dx,Q * nD P+ .rY�dr,e1C A4, e eT�BARS 0 TERAS HIGHWAY DEPARTMENT I I Jstt�ao/•Jva� sl•/�_L ° g 71'rte• UNITS 5-10,14-15 1 Jd JdW BA E BARS F TYPE C DIAFRAM B OUIFRAM TYPE D DUIFRAM NECHES RIVER BRIDGE Ab/r: for dalai/ of .efdrd dle� �..,.,v. erooeeN,n,, ,rr iter./ Na 2s HALF CROSS SECTION /o' " e.. u<.•ae, n..r a1 - t ze s — o - - A#B t Aw-P Z-lEerd SGd A ­ Nd � X11 L----- ------- ---yl— -- ------- --- - -------Z I!I` AM.- R-Abi P/•Lvrs C �. ' i' I agar aJ FLvrAh enxp� / PO-NnA _ �-- Ig W15o II ail-- pea i �r-7(-p DdaPnm iypeadGfram 7ypeBdui� '" '.'v Ent • .1id..wf dsint-.S'v S SdrfAhlS ,�, � � .�. e�unnen d.,d91 deGY.rae,fwae b� led HALF t PLAN RrmairNdk md7Li Sx hied Awmy dv' iZAL 'Ah ELEVATION i /M SO• • y, .,Evnf Slab Povr Na P 1130" W d'Erd -1�-"79-2uiaE8P/c_77--'- dfm�ferzy/n! e 4. .PTAarrB �.. Y -O• � . - J7 ne a m. trs•JJa Nyn�a-ry/�,�d,� If J6 eN dswm .dawSpeildrochf I vms 1tr/SO Syte 'd 6rneandC � TYPE D WAFRAMS TYPE B OIAFRAMS t' � � • Ab/e• For deG1/i of nrk&d . d$g4am.emnc x.af.r1mZS HALF CROSS-SECTION' JkZ Ved,.c /a.psr sa's9 +oa rt u/a cn •ss tou�7 ��49ffi���SS `4h YIN I F •l ' a - s INFL UNE FOR REACTION AT Ri INFL. UNE FOR REACTION AT R¢ DEFLECTION DIAGRAM $ . sA..;,y swA•eAn w. a .ta ..I,. h" Low to l I 1 Aezio-ryp��y endev// ZJee,r1,/NnTO/Ar �j�PART SECTION A -A t anpn f delid Gyauf Abl. cd,rn.A+ In ua.amen! Been covlrcc/n"r» •mintJo be rn.e= s"d Psi( fv' ss Class -1 Dani &Ab-AVai S..yrrq e'ASplM dp CNSTRUCTHM JOINT /O�+m '161 cd Nim .rider R�r-L^f�l•,�d-,-y-rmeCioMESTIMATED _f}n d,�{p// as AMeieM AS7G .,a • , i BARS A Pe! ' BARS B Y BARS C /O 11 P T E TEXAS HW fir DEPARTMENT ti i SMfK25 ' --- A#B t Aw-P Z-lEerd SGd A ­ Nd � X11 L----- ------- ---yl— -- ------- --- - -------Z I!I` AM.- R-Abi P/•Lvrs C �. ' i' I agar aJ FLvrAh enxp� / PO-NnA _ �-- Ig W15o II ail-- pea i �r-7(-p DdaPnm iypeadGfram 7ypeBdui� '" '.'v Ent • .1id..wf dsint-.S'v S SdrfAhlS ,�, � � .�. e�unnen d.,d91 deGY.rae,fwae b� led HALF t PLAN RrmairNdk md7Li Sx hied Awmy dv' iZAL 'Ah ELEVATION i /M SO• • y, .,Evnf Slab Povr Na P 1130" W d'Erd -1�-"79-2uiaE8P/c_77--'- dfm�ferzy/n! e 4. .PTAarrB �.. Y -O• � . - J7 ne a m. trs•JJa Nyn�a-ry/�,�d,� If J6 eN dswm .dawSpeildrochf I vms 1tr/SO Syte 'd 6rneandC � TYPE D WAFRAMS TYPE B OIAFRAMS t' � � • Ab/e• For deG1/i of nrk&d . d$g4am.emnc x.af.r1mZS HALF CROSS-SECTION' JkZ Ved,.c /a.psr sa's9 +oa rt u/a cn •ss tou�7 ��49ffi���SS `4h YIN I F •l ' a - s INFL UNE FOR REACTION AT Ri INFL. UNE FOR REACTION AT R¢ DEFLECTION DIAGRAM $ . sA..;,y swA•eAn w. a .ta ..I,. h" Low to l I 1 Aezio-ryp��y endev// ZJee,r1,/NnTO/Ar �j�PART SECTION A -A t anpn f delid Gyauf Abl. cd,rn.A+ In ua.amen! Been covlrcc/n"r» •mintJo be rn.e= s"d Psi( fv' ss Class -1 Dani &Ab-AVai S..yrrq e'ASplM dp CNSTRUCTHM JOINT /O�+m '161 cd Nim .rider R�r-L^f�l•,�d-,-y-rmeCioMESTIMATED _f}n d,�{p// as AMeieM AS7G .,a • , i BARS A Pe! ' BARS B Y BARS C /O 11 P T E TEXAS HW fir DEPARTMENT r-. G mq, h,"Iyeto Igo or m//om or beam r/orgt fopl/oru TYPE B DIAFRAM ALT DIAF• CONN. _ _ . _- &A/ Con/racMr ill 1e I In .reifd Z' ml/f� irbrKv/a whAc% ' coLaoacfaon he inidnde CXan!- /117•F '_Jf s/ '" s ' a ,p ?�/�0�Sn+ ln�// •/IO•dall J ZLeji4w. 0pn- PD'£ PLAN OF FINGER JOINT AT BENTS 4,7,10,13,16,19,37940_,' mn MN r1.i �• w rrdrna t'r/} Sldr /[-Ir4+j+d-9 SECTION C -C /1/1x17 OW24 BH�c 1 3 u/ ne/rh/p 17urye !J on/ J i J TYPE D DIAFRAM /!-J• TYPE A DIAFRAM J TYPE C DIAFRAM DIAFRAM WELDING DETAILS Note: AY weld' f' ' /•9.oe• aaB, s/ -w/1 r�' 14e ereye /-,`dVBv- h�� I', JGII• DEFLECTION DIAGRAM o Se Cane-ro5'.r sf f& x a�� atrAr/indur/o ^qo ob�v d��n 4M 10sm"m a ^ nL.ylrinrafoAoa�y. � � �h ^a o Aw•1I.S9 Az -<6'S �Fn•ILKO Aiu-JQ/7 A�i•I2.A7 I /p ,acw/su-�,1 /gym -75'4 •�,�y,.wPc-eY4l,� �s�gar�i��,�,L9gxvL,e�� INFLUENCE LINE FOR END REACTION - INFLUENCE LINE FOR INTER. REACTION INFLUENCE LINES AND CAMBER DIAGRAM FOR UNITS -5-10,14s,15 rINGER JOINT NOTES �'ut/¢1 b IAtp01.'.'ion /1 .7/to b11M J/ulw, tVtd /nt �vtin� d1M /aalh ewers. ; lf/l tl and rn,VoS mrF>d rLr dl.L'/br 7dr !go rvbn o/ 1M jonl s1�// ca+Sr.n to fAr mat W.7 L2M >nd lM-,dw)f•9/dSt akwl Bial 1-/OrO=JBaIh 1150 SECTION B -B & I 1'4/' a/o% ._ _ _ . _- G 15/f• r/if�� lgo fIr, d'a4thb 1e I In .reifd Z' in aufd •bn19m'ti AT" '_Jf s/ '" s ' a ,p ?�/�0�Sn+ ln�// •/IO•dall J ZLeji4w. PLAN OF FINGER JOINT AT BENTS 4,7,10,13,16,19,37940_,' mn MN r1.i �• w rrdrna Az 'I.�-�' SECTION A -A BARS Y DETAIL OF SCROLL TEXAS HIGHWAY DEPARTMENT &Yr Q✓ rry Grad ai Mes mnsbiu! sv/dL, d'ru1 UNITS 1-10,14-16 - TYPICAL DETAILS ,, SHEET I OF 2 ' NECHES RIVER BRIDGE 41 TMCKNESSES c4h 10, Nlr4ONLY, �i lr ;. °f- AT7 Ile ENID). Lme*Tjo fj'. DETAIL EXPAN S104 BEARINGS S'DE ELEV4TIft SIDE kLEVArjOM A DETAIL F --91—j EXPANSION BEARJ END ELEVATION Pbr kd tlaA 'tr p g Q1 1116 "O'ELEV4-riot, ALTERNATEf«wIN 0. Aw.-& 7old. --. 4-."A BE . . Z, 4 li �l SPLICE DE DETAIL FIXED s ILS INTERMEn TE RINE FOR _%A R, 'DE ELEVAr E4CTfCltj_ '!GS #ON UNIT 41 01829-843 A9 AR F-FtE.- D IAGF?AM W Al UNIT 4 'PROCETIUR Ab INFLUENCE LINE of DETAIL DRAIN FOR END ION—uivir4 rEXAS hv* 4%W Zo� -laft�-v A, UN17-s TYPICAL DETA ILS BEAM SPLICE WELDED CONSTRUCTION $HEE'r 2 OF 2 TRUCTION NECNES on,— I BRIDGE L -.-- _- _ 44/°9'Q'Bcn/'rz to CBMf •Pc - _ - - - -- !Zr'd 9W zS m Cr?ev . _. .. .• - ted c /ca- Q�4�bn.� s _ /9fn7<o=.SEC=G' _ - _1J'9.7r, Fewd...0 /. - _- PO=0ee F/ framr w Q'_p: �'t��,tf/ro�«^� /'five C B n/ d lhrAcrn .SurJ� 6 Cc: S Aw-, fp" A— d—-drox¢ I Com1Tt ¢ r1Tr _ I C 1Jf 0 riur PU.a I rfSf C GJI Q9 1 �rrrf.Jt Ah0f !l/4, Ldr b11 E.rp - W 4/ 'p /Ztbrf I C 41 II II - nBnC I — - _- ---- - - - ----- ------------ ---- -_--- - -- -- ----=-----=----- -= - i /6 /78vrA �' 79 41' I I 4F ' iii! •� I a I.W Alnr/& 26 � ---- - �.. .�, I i I 1I- II MA-7 -------------------= ---=---------- - SM1A6.2B ToGdLMed— - I i J. ne e ------------------ --------- - - --- ---- - -- -------- --- -- — - --- I r---- -- _--- -- - --------= ----= - _- = ------ -- --= ---------------=----- I I HfYAdrtr� -- r- �pt ---=--------- ==-� � ------ --- ------ � lz lear6 rArrSob.%,1- rBeaF qoz+ S'A*./*Juh/(Sn SMd Na 2B JBssFetrxAporr .,,, ,. - dful pul6scbl Tla/ fbrr Bnctfl fn 566..a1.f Erin P4/f Dela/6) �BSS,mCtn Ire r ' aur PART PLAN - UNITS II 9 13 44ouw eroYarr PART PLAN - UNIT 12�, f I` '-\ QaeN-¢fAd+N, sro rdyadM.,-o r+-Cmrr. Jf la� d T (r/ftanf� �BMr . •1v A.ws. 26 /d PART ELEVATION �' ""°° oFvM . n 44 a rei 3'-0' 28=3 4 O B40 Jj" s-A, r A Jr4 7A( Y /4 i" 11,7 446e0 ' GrtE r PonrdRddCmll roR�7Pod J=4" r= Y// 2=6 - B s 7/r mr da 3-w 44,000 1 6iANmbW Gr6 rR 1-1 i-�1 ;1,:'' BnB 8►J Th v— 0r / ob Sfoi n /9- Z7,191 54 1 .1R �'"' J / J6 da da 1 .fOf /e - do rd3-- e96 96 do fa soixfdoiM.nSi..y .. B C /r S)m> /m/a6avr¢' BARS A E 26f 501 do t e / m// I JGsrFalusf eYdnlgeo tlWS7 � I Sr9MAh 44-T / t do .v n 5 6 11 � l� 17t�'1 � �A�� s� /-0'S/• J=9" .sr /-o' r"-9" / e a do do 4- r >oEll, r 7 . / l p d-d' s:/ c Jd 9BARSE / `BARS F •lxadvmdA, �r, HALF TYPICAL SECTION TEXAS HIGHWAY DEPARTMENT ' " s �3• sr>'�r • • ' ' R ¢ ¢ ` UNITS 11, 12 81131; zr BARS B B1 1 � c g SLAB DETAILS . II NECHES RIVER BRIDGE - CONCRETE PLACING SEQUENCE 4� BARS EI i� BARS F �----------- - -- - - ---- ---`---�-- --'-'-- -- - - -'- - - -�--'- - — - �-fir- - ----- - ------__ • r 6R7'GMf SECTION A -A, BENTS 26 8 30 ra r Br,Y—IV Ba sYsSir• 1 �' j BrrY J BdrYe/Scc 79 fts'.� 41S'/'6"� r _1-•t______ eJScfmBB Fn9i�f'Y�fr ELEVATION -MEDIAN SECTION D -D, BENTS 26 B 30 EXPANSION JOINT ELEVATION -SIDEWALK B,nrx •/p.62!c FOR BENTS _ _ 7e°f/•6_S' /Dmf/n_•/7=9'r �ai„�-f <B,r, EXPANSION JOINT Fq 22 26, 30 r �� rsxa6cei J�2� _ x_6cc BENTS 22,26, 30 d3 1 i /n,/di GMdr ,rnyvr rtw•-Bmsn I p Boo"Urvf cds SYd%' 1 I A 440'14WFAarlV,m 6 I16ec I • c s/ "mLLL� f fY•9 F4N/Va"-/ &ft I LAYOUT OF FINGER JOINT AT BENTS 26 8 30.r !-6•/u Nacos' Sbb 77 1 u SECTION y� - . /(' f�" f in*;4— Nda �•r>Buai /n Aao-Bvn Md,.lYd! LLf R�fBPG�l3g6•' C -q BENTS 22 8 34 DETAIL OF SCROLL -BENTS 26 9 30 nka�r,n,//a.ge,ykurdednrn:: A. ptWfwd. .¢rceNe,iryuowlelf/u/abt diod PD/'Uaf �IO'[iu/ ''Brd L wra.>s�fs m»sy, rc,�rA e� B�� Y�s' B�sv ree (SECTION B -B BENTS 26 9 30 em•/ie•A.. f 66ao'. �`s/'°dmBe - SECTION D -D, BENTS 22 S 34 nffi 3'i!�9_1/aWfo•P f S/Qs27! 6ce I,.�i. Gids dmf*Ffl yY Jye, NO!/✓I. 41"d IJW P '+ __— �.—•- Ap S/BeaZ�b'te- _ rlr�s.IT C " ar-o• . -- a�rW ion' sir 4 AW.F-ramn r Y ra�S �yBd LAYOUT OF FINGER JOINT AT BENTS 22 8 34 xv'/nv,�_ a4o/nr TEXAS HIGHWAY DEPARTMENT �- NLI1ALLf UNITS II, 12 W3 FINGER JOINTS J,. ro 8nY0.4e I I. 'T ` BosY A7?oe _ DETAIL OF SCROLL -BENTS 22 B 34 ° b NECHES RIVER BRIDGE SECTION B -B, BENTS 22 9 34 Pt) RAGE 9 / i� 1SrFiwLt.s�Lbv fr S►dGc�r rr6y J J11f.i1f11//�{1.42 J t sfty a a 4r-.:9 /0 u STEEL FRAMING PLAN Am4✓�s1Rq�.T,$,S47,Q9,/Srt' . __ , HALF SECTION A -A ,jmn..MrdslPuf 13P--\ /sr/ras(q.6 i a•. Fu-s1s,4 /.,?AoMk J ,;Q. NOTFS: For Geeenr/Nofea tee SheelVals Wi/dn� dcroJJ aufJfrn drnq F4ng'eJ uF p'i� r wi/f nei dr permi fled, uup.' wh,rP Shuns. +►LTJdC _ 7L,, 10 N J7' R,inflbiniS919 6 sJ&Jrly S7AKV B Ii . 1SrFiwLt.s�Lbv fr S►dGc�r rr6y J J11f.i1f11//�{1.42 J t sfty a a 4r-.:9 /0 u STEEL FRAMING PLAN Am4✓�s1Rq�.T,$,S47,Q9,/Srt' . __ , HALF SECTION A -A ,jmn..MrdslPuf 13P--\ /sr/ras(q.6 i a•. Fu-s1s,4 /.,?AoMk J ,;Q. NOTFS: For Geeenr/Nofea tee SheelVals Wi/dn� dcroJJ aufJfrn drnq F4ng'eJ uF p'i� r wi/f nei dr permi fled, uup.' wh,rP Shuns. uw in eroe/IM. fits wry /lbiJA. ✓ after• er—Mm - ft- pss ;n e.sch'v.Rfgl ney e As"®rs J t• DETAIL AT'e' g e/ � AbiYh Gcsssr! Rr srirY.' �! /' Gusssr FG. tb nor „mss Q ,t, .sas^ DETAIL AT 'r DETAIL AT s DETAIL AT (71 g' 4w Are . / r //a•-slrraJs/Jf - - srcll�m . � r DETAIL AT b' _ TEXAS HIGHWAY DEPARTMENT UNITS 11 81.13' FRAMING'OLAN AND DETAILS NECHES RIVER BRIDGE zea r +►LTJdC _ 7L,, 10 N J7' R,inflbiniS919 6 sJ&Jrly S7AKV B Ii . � Pa 9-F/aaAvm L2pz for rfrin�er Pony i Jr0P6�D.SMfA6.4P `_.�(}yf'__�NyJ4y.7 _ _ _- dee SAPe{ 11/6.42 A7 TJ6rkar for lfoor de,rm' P7I1e17I I ronn tet .4fePP/Na.iP Shgo Hrvels wl/h / • fQr J/!/Iener'•r /aih aft/d;G J[t S/MC/� S'TsrrW, HALF SECTION B-8 owe elaPauval<siGrdsugri ; llhle, All holes in aWds and ,Ndfes ars e As be used /n ergo—,, pig+ AS& aNr Preellg CaK.QPc ' r -„r efrosxt,�T/ uw in eroe/IM. fits wry /lbiJA. ✓ after• er—Mm - ft- pss ;n e.sch'v.Rfgl ney e As"®rs J t• DETAIL AT'e' g e/ � AbiYh Gcsssr! Rr srirY.' �! /' Gusssr FG. tb nor „mss Q ,t, .sas^ DETAIL AT 'r DETAIL AT s DETAIL AT (71 g' 4w Are . / r //a•-slrraJs/Jf - - srcll�m . � r DETAIL AT b' _ TEXAS HIGHWAY DEPARTMENT UNITS 11 81.13' FRAMING'OLAN AND DETAILS NECHES RIVER BRIDGE zea r - V F7 im kr' Spe al' /nom h .PNY.` mvy b wrod� Y h nvn riK/ /pub. 1 Ccr a /al,oL=o i s•.o• ;s. vu , fgtiM b ,y5N � I � � � L�[o Lf.f P�J .� .GlJdJ•C.0• .l -� j .@/{�y%•P-0!7(81 i _ — .[ /hl•LO'OIIYBI ZhJ/dY [r I.V• f A: 8 -� j .@/{�y%•P-0!7(81 i _ — .[ /hl•LO'OIIYBI ZhJ/dY [r I.V• f _ - / b !'rind nn I 09 'Wid[ ea•1•Jy Wd[ 1 = I L6JJ•4An � /nrfbnn I F Jnvn sldrfJl II er-o- I A I F—O&IW.Splke m 'p/— Z, A WigiNux ZEE 5.Otot. JZt Toto cc r.6 meol- fl,.hml fl 74E 10,01 4-0 I Z0,0, .&5.3•a6s, 41 TTFT-r 9 eo, -,v-m 0 ewb Spike /V 0, 5p*e. At 41,1117l,- A.a AA�4 sfiff— V J_ .0iskre za At, 32 TEXAS HIGHWAY DEPARTMENT UNITS Ila 13 OUTSIDE GIRDERS SHEET 2 oot NECHES RIVER BRIDGE SHOWING STRINGER AND FLOORBEAM CONNECTIONS FLANGE SPLICE PLATE DETAIL Top F7efe //ir�w 1�-O' Bol/am Flab /dr?�r1�0' aHan d�� r 1 /i✓nmrs+/� Sh//av SECTION nnmr/,{n �+ev A iP0/ eoto-:� x1o, c I --_L-6' A/rm, h" El If �j, be wHed't?'k m4� -niel &d, If "141-&611 EZ dd8 All 1.1111.4ole I/l/r. 6rar lam 990 JW- eoll aid, SAO". Jr El 74 1 f- ELI POAV, s MWIM2JS b, 0= f /10= 'cc b a /o'•o' s -a ano' ElJLOE/ 1 J.6 .•• 'E f b' Sph'<e dna ;/52.16/ E Wab S p i .0 Cav !E n.J.1O (rlBl I Cor .� /B"J'JOCO (T(8) I Gav @ 16.J•40 (M) I I ° FL 6 6r6•/ /hrcvu/ (Grill I u I'W.b R ¢j hr3 L V =� a Rb Sc5•f"TB 1 Grind h fill J'Mor. �/! /rA � . 1 2l°�1 •d L' BJi' /1B '•9=61' /7821 =.➢' 3"MB: el[ itch BBT. 8B9T2 /JB✓'•S'e' Abr.: d// riKla f'fr mlI rLa ii'll for ddsv.& d: !Ysryr rpf/te pva/ea ae� J/xai A'a as TEXAS HIGHWAY DEPARTMENT UNITS I 18,13 INSIDE GIRDERS SHEET 2 OF 3 NECHES RIVER BRIDGE 5 L ' /1O=0' cc b 20c0• ce floor yna 20'-0" c /Zoon ' 1®1'0••20=0' dB5=0-20=0a A9'0' /V [ aJ' Wed 3 hce 1�3• Porm—b/ Gov R Splir £/36272 f/JG 750 1 a +. ' 11J176i Saa Or/ad 6hrs/ No 43.✓ \ Gov .�s-Saa f! of gird r cc.v2/2=f"dro(Z!B) I Gov a 15F1-72'-0(rlb) w �/6'1.90=0lZ{Bl — � 'm f '1• 1 m 0 �oaAO.a + _ � � fiStNX'Rs 31 •i ' Wrb R YSs O{fs imed(vh i. sJ=j e✓NI•Wrb ,!S a, 1 U N TYPICAL SECTION ; Noln _ ` ' f Br 26 r sit e4vd RR It 3.5 6 on/g Ma conn sw fi 11 A Iy For sidr r4v !n Sec Nn J2 - /7oor Bnom Sfri Mil/ to fil / 9ec BB Jhrel Na ? . M/// 10 fi! F/ugh Z-66.6.//Z/Bl Lb d•l1.1 J =/ fill R — - ' v m m Sall rNJ;fJ, ti �i. ti /�Jrf51 g , N `fp8, M4 '� r7wae z7HF�" Ja R 6.J(NIM '� QHSflj 1� rrYn • - A i A SECTION A -A /t} Bq Jfnc1J! F NBrg. J/ilrsf•E $F T•v .�_ /mldr (�rdrr /A Sl/f! r JJ=i d 1� 4 •r4 L-R-&g.JlifCJll 9Jrngrr fo fl h.. IT 266.6d(L/B) -,pp/ Pp 0 PP. 1-3, 5-8, IO -14, 9 18-21 /. P.P. 488 u Mill to J'N hard 'n p(�/v Mrb4d Sp'hr pleb• �bh1 /e f// Src4 eken eppoi/lr /wh - �Zrom See. BB, Shro/ Na 32. FLANGE SPLICE PLATE DETAIL 16 /ZJ11 I NJeof nalew-r Pdwrhr, e .,rhrau da/o s /hrr ystemtrog rd/arrya na/ndgl rx As.+ Z7WM zt abd A-4. !f' fo, fel".. end G/ere/ bracing TEXAS HIGHWAY DEPARTMENT- ° /Y.' JJ•lJ Lv B&g sSNrsJlh•JJ connrScti n, ;rra a/.a•/oNn P9 UNITS 11&13 Ah, q hl'f-- / no � tr {Lz holi er 1 4 w. 6d k Ad/— f4ngr e✓y f gid r as shown. conn samrse pp/ 266.E/IT;BI L66.6•/(!/BI Jl/Mu+rrs s! sIo/hriprnr.4 ��rffd, fa,drd INSIDE GIRDERS /a a e/oae fY/, w11h m —/A urnw au/efi�'q 1 eP. IS P 2 Icg o! f/angrr. SHEET 3'OF 3 y GIRDER SECTIONS AT PANEL POINTS NECHES RIVER BRIDGE SHOWING' STRINGER AND FLOOR,,: BEAM CONNECTIONS L1oj 42010'cc brS,.Ef'U 40=0'. . EPibr C Bent 9 o O'-0'•/8010' /2 ® 20,0-•z5w-O' -_ 27 MF 94 fl, bna . -B acing eanneef a'ie :rSymmefnra/ abouf ing mnxfwuu simi.br •a' /B 91 60 SYin�ders Le/era/ Bracing simifsr M throe_ ^ •e' ` confer or unif t 0uf�b6 Cvs r tc those in detail o ST 7 N� 30.5 'b' .a. m detail a IJ I rST 7 01.f0.5 � J Tnsi>a C� 6�r _ f erdge 6t/•' -N��1�74 Ni N f CY/sub Gl o'ir fond l6int �Ip / 2 3 4 3 6 7 8 9 /0 // /2 /3 /4 /5 /6 /7 /8 /9 20 - �� �/27f'/P-Abtrlk ��""I�:JJ fv atitrerrer' li e about E ESTlMATEO gyANT/TIES �Sy—triro/ Tfem 0. Uni Sae D' rom eg /'roti/e Grade Class A Concrete /0772 .Yd Reinr'A Stec/ 2022Y Lb. P9A Lb. For SM'a conn. For Fhw Beam conn. 270184 18H160 -127W94 sea detail st+vetAfi eaa obfei(s Sheat No.43 PGig�rH offer erection 8,B,ll F/S. U f'/ sh p riveh wim . P ring MI. Ar / ha/— DETAIL AT o' --For Viffa.' m.611in f' details, ave Shad N 43 rveb - /%i}i� 2b-3+3}if' 4 zm-Jlte[,/' 8ifq 4 J;'e fz✓as 10 ;@-notchedr atirraner 3 Latera/ Bracing 5T73-30.5 DETAIL AT •e' HALF SECTION A -A Sh---9 YyP—/ b —c l at pane/ points I -ST 7 A130.51 ST 7;1 /2 ST 7 6130.5 A(a/ea in L,.@ f Tee itr3�sd G Abte-"Notch a for for ase in reeJ'on stiffener. Lb not nrd Pkig we/d effir erect�rr DETA/L AT b' R M shffr r. kl'305 S. Wald /2 to b--,qstiffeners DETA/L AT •e but not to fntermednta stiff. fY Ship nie/ rhra gwsetC - tea DETAIL AT -fa'/hops {-- ine eroetion. Fl g n /d oras a /�. ts- 90.5 rsYn � N (Z: eashme q a A// in( Jh'/Yenen: P rR 7•d -r ;de P lice .1 Weron/y. u see /y _Is e/a;/ u 2A of hdl—rd.6fe .rh.flb— oy caned el'fa m/JJ ni, l h -d, cc d f- T 9 efe6emiJ 'n ' Oms: p fAraai/ uuide fxr $ Y d'AAir 4 Ody. See /yp/u/ d p i'Wehk_ r a rsYn � N (Z: eashme q a A// in( Jh'/Yenen: P rR 7•d -r ;de P lice .1 Weron/y. u see /y _Is e/a;/ u 2A of hdl—rd.6fe .rh.flb— oy caned el'fa m/JJ ni, l h -d, ��i eb Sice/� h i'4, hc*JIFY J/x.f Na cc d f- T 9 efe6emiJ 'n ' Oms: p fAraai/ uuide fxr $ Y d'AAir 4 Ody. See /yp/u/ d p i'Wehk_ ��i eb Sice/� h i'4, hc*JIFY J/x.f Na •3 I I /80=0'c.c. b 9 6 ze- s_ -- - pier 2ao, O'e.f -- -- 20=dcc f/ Dins. e-1 =O' -20=d E[ fprj 20-0 n9 - 6®5=0=20-- 0___1 ' - It Web Sees _ ao5-d-2 Tlu— �— e 1 Y - _ . 2-kosfx x9/f -I'-- -4 `-1 1 1 1 2-.S4+SrrH xH=7{ 1 1 4 G3fiffA'-7r/' b' 1 ° I I cfibe�i6 q l0 tl j 1 I i BI+r u °1 o c 9 d J- I I Q I 1 I I ti I /9.bf,e5,o(Z/B) Cor.@/Br/x50'0(2-/B) A18r, Oroe-�a%�j Mi// P��s=t� - 1_H a P • _ 2OL _ •FJ ' Qa70 4CD5-O'-20=0' Web S hes! (Orhdlo O)J I I 1 • 1 1 A// inhrmedvle I 1 e Q -t- ,L I II 1 1p a!/Menrrn /h,0 Ah 1 ! on /nide fore ar See I Q^ 1 g/rder only, Shx/ .: A&.57 1 1 b y 1 m q 1 1 1 1 Ali I 1 g 1 1 1 1 1 1 1 y, I 1 I 1 1 e 1 B tl 'el 1 1 1 1 I 1 1 (Grind la -de S'Mer. All. Pfch L�Ma.�OpearGy for M:n /-!2 /Bxj•3e0 eq5 __®?-Y-1" b' 293pe.®9x=7 =$` r7 SSM Alt feh , f[6[OCS 20_-O�cc_f/a bma,_ 5[6[/9t eo-O'cc f/c b'.` ' 4o5-0' 20-0. -- - - Web S - All r/rrh jl'0, hales$"/ 1 - 1 for f/ergr .v/Rr p/a/r Jr/eiG, ' 2,@s 5f r�rg-1 p 1 1 Jrr Sbrel Na 99 Al a// rknr brrmle: 1 11 IQ E• ti i 1 I 1 e .@ h .' t on I n_V ina/de face of I girder ai/y Su I del 1 . 1 I 1 ai yP'COl ai/; I 49 1 9 m •� 1 eo 1 b I 1 I 1 ( * TEXAS HIGHWAY DEPARTMENT � ; 0 u � � I j I �°� ' � •B 0 UNIT 12 OUTSIDE GIRDERS ° v ° 1 I I SHEET 2 OF 3 1e -'@'s ' r9/ 1 1 1 1 NECHES RIVER BRIDGE — _ S A S LAK Pi/rh - -- •�^ e � F/-3 It/ 20 QQA/VGE 2B 9 2/ LCfAJ I 0=O'e c lY POS ' . N yr ffL%/nte ' d01=0'•f0�0' N 4�3�0'-70'0' C,Y.TO'•10=0 Spee -5 FR/S• S'0 . Web Sp//ce � PRs •a'a=B! e i ^rsk�d1 / b �� a y I n IB u 7 17 n P l ABdr/a 116WW it 1 4' O h P -.•. P J 0 g4g ii .w P y°y p 7 qn $ Y 5 q II C y 0 n �I ; 0 I '� � P 1"RJl4•e�e! 510 �, S'Af r. d/f P7feh J�d' IPS . e J'•5�6' S'M x d/% ql h P9 • • 7rJ' S IdO'0' c 40 _ 70�0'ee fledme. 70'O'ee /7r. bmx Symme/nea/ak�r%i wu./ ® Oc 6 i 7� IHtb�ie f Baorir� 1 tl + 5 h 5 ?JAll F rh/T R rl (ksl P $ Inlermediale atl a// /Yaar beerru.� f'Ned R :, e/irhnrre� /h°7. i$ A !'NE6 R Y /R lel w, /neia6 tl .. on ineidr /are S See /ypa/ o Pd c P o race or g/rorn Sre ? tyFira/ g/fir c i g dJoi Shee/ NW 47i 1 y 1 1h o y� c de ,, Sheef'I Na 41 a I P� J6 J' QvR/B•Li'SOt�/� ti (O• Mu OannprH7 _ — _ — Care/9r/i73-0%Xr({I � /P'6' a . P9S �J%7eJ' in. .49 AN PS AJs6=J' SehLx dB'Rkh • /=.r As,FJ' /=J' run" aNr� Noke" A// r/rare J 0, Mkr 9'J. , H r TEXAS HIGHWAY DEPARTMENT /n/ermedWr j11/Ye— .jwdnp maybe wiled ", /r avoid headx UNIT 12 --- --- rirf Corerploler .✓u/!be mr/ded/a 1)+n& see r\ J hh fJ�r deb;/a. OUTSIDE GIRDERS far f/ror dean remefienr ger adeel Na q. __ _ __ fac du/�am and 6/era/brae' eaanedenr sewehed 5E. d $MEET 3 603" ra7 ' rvgBergroe y, �,er/ nnfrs3.d snirn� NECHES RIVER BRIDGE sl aha/drr pwx//airdi .rM//de fubnivfrdbe cWe %� mi/h no neth a" ��.t � BLR 9 FLANGE SPLICE PLATE DETAIL (Top A'ata /S:Jyrs'o• BaHanR /e. (/ xSeO') X7 NGE ?B P/ �//d imsxn: ?Nall AwAM. I-ah/YF 7/ on tvsd alis d' gy,7�a' 1st .Lx�AFa Spa a/'INrrmn/:a/!/Y eap he wried tP'h m/at N.lf hl.�i 1 wlee Jlet de/w. Q—/ n Jd Nafel "I''/ 'I'll,911, ' tR. Wra7 1�.AS?E3ni I:ili NI h I i > oBydl b'.�tW s7c.(Fa onP IiiNip _ y � r j 1hLpi1 O N�UN� I�tI1�M "6 O TEXAS HIGHWAY DEPARTMENT -„ !� IT. UNIT ,1 IttO�M It/N�p 3 .12 INSIDE • 3rQ,r4fiy '1 SHEET 'I OF2f I��H�t1 8: t CHES RIVER BRIDGE it 1 �//d imsxn: ?Nall AwAM. I-ah/YF 7/ on tvsd alis d' gy,7�a' 1st .Lx�AFa Spa a/'INrrmn/:a/!/Y eap he wried tP'h m/at N.lf hl.�i 1 wlee Jlet de/w. Q—/ n Jd Nafel "I''/ 'I'll,911, Ste af NA!1 b7 ly- o NI h f ei,/a a. I�t11�M I�I�f1It�M1 oBydl b'.�tW s7c.(Fa onP IiiNip _ l%iv%Ya A�a./g�lrdr/d j 1hLpi1 O N�UN� I�tI1�M "6 O TEXAS HIGHWAY DEPARTMENT -„ IT. UNIT ,1 IttO�M It/N�p .12 INSIDE • 3rQ,r4fiy SHEET 'I OF2f I��H�t1 t CHES RIVER BRIDGE it 1 I�INHI , .S]!*R/�N/NIAIVY1f�l17lVfllfllf2ll.N!/ii►fiA`f1d[j+�Id/������ a - ,�r Jd Nafel "I''/ 'I'll,911, Ste af NA!1 b7 ly- o NI h f ei,/a a. allymm; oBydl b'.�tW s7c.(Fa onP l�lt MM J3 l%iv%Ya A�a./g�lrdr/d j 1hLpi1 ]fj 1 "6 TEXAS HIGHWAY DEPARTMENT -„ IT. UNIT .12 INSIDE • 3rQ,r4fiy SHEET 'I OF2f S ML " D� t CHES RIVER BRIDGE 90' 61 'c f77L-, p" �c bra — 10'0- cc P/,-, 4"— 9 lot" « r 1010' '. /x— h- 3'0'-20=0' .5'0"-OOL0' c Web 5j.pew 21&51,fTA 7111 10 --T J'Wb K r/ft Shtr f, 74 j 3-6 1ZL6' "0' 4 M "— C—e/84,5�0(71'9)c—.e1qq.3j'oo"B). Z' 11.h 6Q, 4W­ Ak- 6- 485to"2CY0. Z7 60 771 405=O'•OOtO' de'VOI-2c%cl d1o, -R15 7'0 f -A,&6-1-15!1 (611rd fo 1111 it p All :? e—, /'? "-j on .11e,"fe ,j. of Ip A/ 3e, d// 1"ba, eramr / P'. 40 .5e, lqp,W 5 ea/ Na 4.3 Z' �6 (6r1rd lo tW) 1 4T. -I illikn�!T 4j� A4,x. oP—O 1411) 111 L --".f /61/1?v w of/ch zo ej 199J'- 713' Up. Alylh IV 01 cc r/ r1w AMA 1010' F1 61, lf, 49510^•e0f0- d6510'.20'0. 7� 0' Web SPIR. Not", Alln.1, 1'0, for Ne 'p/"' 'a- ow -1, 4.1 Z TEXAS HIGHWAY DEPARTMENT UNIT 12 li .5�10' & INSIDE GIRDERS SHEET 2 O3 NECHES RIVER BRIDGE A11,11) I I I IZQIO,9A1VGCI-?8I,9 I V 'CC 90 117�p• c. (/r. s. � 1p=p"cc, f/r bms,_ •{• Ip-Q•cc llr bma f/L/4B3 IrS=p"•e'1S=p• fl. 0 J IdJ=p_2p=0_. _ /L/ 7-0ed S /.iv 1�9 J1• •ee •••II II n•—'--.•a�, 1-dL•G•/•/J/IYcdL o - Y a e a It II fGriiMh rl) ii a ''Ilii: u 4 A//mlarmrd/alr o h 1 n 19 u slnrenv : If AJ o. I6 i sl 116 v yK jj 17 Qfh G-BrBd� a IS II o^' +'j'• tl a ° u o40 ahs Al s/l F/mr bra7u: ihrurrl 0 n g fbrm%usd4 Col 19 p n V II c II tee dela' ;• II /Pr Sb&,?, Ai. II Sac lgpts/ dela/, u � Sheel N .. e II h •� T'Lr I ro II Sh/eel No.43 tl .l. II i ' � .:1111 )) it r a II '� p tl $ p tl �. Cov L 1/ • /••FG -o fT B Cov R 119 -1 -'Vo (UBl'Naa. 0 n' Fi-Ni//1 Cov L /B • •P •0?f61 J 01. R /9.6 •JJO 7t�y., 19 S PJ%! -•J" S• �zFaJ 3of J •Alai. A/f. PitA IS . pJ=G=i• 4}%lac./// filch / a I II � � tl o tl .• rd c•c•/ys=i n i.l I . N •� It fcnodrorn u ^• ;I;' , II 9 •., 'ti II A �• til • P�9 J • •3:6 a M •ceov . ,: "� ' 4 IL/6•/%9p=Orrf81 Map i (rvN%/1 I Fl tl•/••p •Nos.ni KJ/1 JL_ 5=0• j .j�L. }' _ 'No< 5,0" A/h glch ,lase 11 SIg� ,o,Sa=6' J ,U! ohh .., - 19 Spe eJ=7=J• If "�Saa e3' I /-J Sy—d— l odwd E of Bnd E Picr 4 Bear ng Zl/=0 •cc f/r bms. =0"cc f/n bms 1p5 -O "•20=p• / /L to ,5.p'. 20.p / !G 7-0ed S /.iv a o llsJ • •9�/ q• Y a e a o u 4 A//mlarmrd/alr o h 1 n 19 u slnrenv : If AJ o. •Wed 1 �I sl+�edm mYernv/r stirs of girders Sae 116 v yK , -, •Wed .f 4 Y .0 drlsil, SArl tl a ° u o40 ahs Y n g fbrm%usd4 Col 19 p n V uqu/Re, tee dela' Sheel N a T'Lr o uti0 4 r T Cov L 1/ • /••FG -o fT B Cov R 119 -1 -'Vo (UBl'Naa. 0 n' Fi-Ni//1 Cov L /B • •P •0?f61 J 01. R /9.6 •JJO 19 S PJ%! -•J" S• �zFaJ 3of J •Alai. A/f. PitA IS . pJ=G=i• 4}%lac./// filch & r F: Be-Ny SIi7nen It PP p,9 02/ 0,1/ 61 —A*d al'gi &, on/y, " shown, sae aF/�/, Sheol No 4-T - S/ifhners si.// a1Mr pnd pan/ s/»// M f hrnaeled /oa cA— to spaciny may he wicd 2 la oreril '. ila hewds. - ---- Cerer p/✓/c slnl/ he welled /a feWe owles. •Ze rhrel T l A& 451- deloi/r. 1< Foi /7— dram ronne l— see s/—I hb.41 Fwii.fd'm/ sj' For tiro/ram and lohro/ drociig ronnec%tins sec r/xdA4J6. A/r rie.i f i, hr�,g•p. FLANGE SPLICE PLATE DETAIL (7210 P/aro (S+/4. 7•-0' Ballon P/ate /6.1.7=p') I TEXAS HIGHWAY DEPARTMENT UNIT 12 INSIDE GIRDERS SHEET 3 OF3 NECHES RIVER BRIDGE ! 7 � 4 7x� S/fffcner & A P.P. 1-S 9 10-20 Ml// d of gg� c a�ra/aI, 9° y G/iaEr Flaw- Beer/ B 1 ' •N 27{194 V k h Y I 4 ~ 74Stiffener 9 2,9-7-1 • RF 0 . 6r nng 3Yn% 6 Nate: S1rIlWto f/wor dam cone tim al pp 9/21 t Ir t* i Livlslde s°'x ^'f sdnm.Rr pFhfldm G/irta Mill to At I /-k 6,J 6/,der F/wh KS?F.S F/wh M111 b nr 6 o z7w�se 0 9-6 b gi Bmarhg SJlfl f ,. .I . J -6— /F, - 7. -6/F,-7. stiff. ty 7x¢ SlHlanar 2A•-7. l/ Beer/ng Stiff. t' P.P. 9 6 21 - ea" � Sea girder ekVelian . Jen. gbdv e%,e/q•,s UNIT 12— GIRDER SECTIONS AT PANEL POINTS SHOWING STRINGER AND FLOOR BEAM CONNECTIONS p O v4;✓�yy% *l"", SECTION A -A r A- 7.¢ s/lffaner r,' Ml6 to Al Girder 4 2[t 4xJfx� J SECTION 8^8 Queer/19 Stiff. 'VII 4 . ,f O i I 9:4. / 18x/' cov. ,@ 2'G� fbv ttms c -- -- c /n,A - --- G/rd� G/rder 71¢ Sl/ff. & COVER PLATE SPLICES UNITS 11813 G /nsb Glyde L"mnrin�cva neer we/d fa- entire 'lagrn ar al/ 'cover prams. Return weld �CCVNe^ f.' - • ...� Lb nor we/d i"Ws flenyr. / 4 Note: A1/ cover plwrs alae!/ de sp',ced vi/ pn6r ro ws/d ii�P ro the girder rlen�ei. COVER PLATE DETAIL Br -m COVER PLATE SPLICES,' UNIT 12 TEXAS HIGHWAY DEPARTMENT UNITS 11, 12 8113 TYPICAL DETAILS NECHES RIVER BRIDGE m 1 c 0 1wIGl lGwlnC I Iwl['n ['r1O []�wnTlnwlc r -nn een nnwl Trwlr rwr rw .r -..r 29 ti R% 9 4 4 R o Ar[e•669dD Arae --17636 Arae -5269 Ar6,.-_1114 Arra. 115.707 Arra-136.9t4 Arae -43.1D0 Arae•4&V O zu� Q 3 0°: o 0 0 4o 0 o ArW --16.470 Ar s IM620 Arw-IM620 Arae --16.470 SLAB ONLY TOTAL DEAD LOAD ° Glk ee �gl, - CAMBER DIAGRAM Pro/Y/ 6redr- a Nolr: 6irGra ehy// Or camdvnd o 3 A.°Oabna-[5dOR�g4d oO A0ac.wO4ry'e0ogO.[SJ�coR�Jr A� rrORa� • -6g5.71 9ioo0 A—. r• Saw^poO.6' it 669D �JJ b0�bOp $Oo forINFLUENCE LINES FOR REACTIONS FOR 440' CONTINUOUS UNIT 80' CONTUNIT ng4G/!A-Gidn 64440' CONTUNIT deep r DIAGRAM SHOWING LOCATION OF GIRDERS WITH RESPECT TO PROFILE GRADE Ar•J4.006 Arte -+1617 Aa7J3 Arae. -0663 Ae.Y.J46 Are -13699 Arae. -9401 A --&01 AmJd684Ane-64976 Are --/3962 Ara.2/J7 Are -4501 Ae•69460 Arra•6607 Jele/ load /wed &/Yacl/on. �.� w ii 44 . i 1 'Lr Bt5, Bis, B25, B2s • z 7 . Bn'-0�—B— B20 BENTS 22834 BENTS X8830 i ANCHOR BOLT SETTING PLAN 1 BEARING LOCATION PLAN F/ e Pill e.n/ Akl Z9 JO J/ v -V Je JS JB 37 Je Je z e/ d1 JOe �lf� 7 I`I I 823, B24, B2T, B29 c l6ddl/ a b c BEM/NAS w• eaa,. m S' B/4 ea _J7 J 7t enc ., B..,, B. 4.0: -dr'" . �� _ / /Of' Bat Brut Bn,&. . v ANCHOR BOLT SETTING PLAN FOR PLATE GIRDER SPANS L Nolo, — .•� fA-Geiae�a/NAM, s.r s/eelAU/.7 TEXAS HIGHWAY DEPARTMENT ` UNITS I I, 12 81.13 BEARING DETAILS SHEET 1 OF 2 l NECHES RIVER BRIDGE 1 rOrs�ni/�C� iC.�Zr,7di F3•JF�F� C2�J C'r i A 4011% d3w,�s ltir rr,�kraYn' �f« pGk B 21 & B 22 easy aP madr 0 m® / .....�. v !399w9 r�;rmA /" 707ii B15,1314, Biqa B20 CAST STEEL SADDLE No1n� far Gexrsv Nolor, ser Shn! No. 16 for /au/Ien e! dair/ep aer S/ialAY4` TEXAS HIGHWAY DEPARTMENT UNITS 11, 12 a 13 BEARING DETAILS SHEET 2 OF NECKS RIVER BRIDGE �• T;l 1- /p. /r � ,yud JMrb � Rd✓fty/ spsdy . Bryinnfny er ern! of (Cicu.6r) Shoe i+rM �r 8rnf raJ IFsrke/,h f. Ser dal irbbn'!o-S/d/ny !'rlite/ r !E Nca/ Jhrf/ca/ Rei/ JWM � H 2' .SradaleJ/LrJarr F'r• S/nGnq qa// Janr u ul s n t � Notr: BeMrur eny h+o nn'/patJs drsrexr{ e' � , i " ,�• ali fo br e./ca/ asf w/// wry !nuns/ rob' " I -~ I " , yT r fu Ifsw#ar " t+ + 1 1111 ' 21' 2 RAIL POSTS AT ABUTMENTS IS 42RAIL POSTS AT, BENTS RAIL POSTS AT BENTS 26830 J, C•4,7, 10, 13,16. 19, 22.34.' 6 40 TYPICAL INTERMEDIATE POST Y iR OUTSIDE ELEVATIONlAp R„r - NOTE' Ri//Pn*h sa o=a# /.rtfaJa�, ' " Nto=vi W-- 0 ' WA""4" ;DETA/LS FOR - _�R4CKETSATABUT rV0 A _f� sit/p- v-©• . i 6 n:.5rli ••� CE. T... 5, � ..: r tlLJZ for �prf Sir.turw Arte'! i� i '� DETAIL OF`SUOING RAIL 'JOINT T CCLJ7' DETAIL OF SUDtN6 RAIL JOINT AT BENTS C,4,Z10,I3.W,19,ZZ3g3;Bt0 - �•, •,p ' AT BENTS 26 B 30 •. ..•, f •� h Ori//and J�e�b/lCd sZy�sp=4 '� - ";�7 -' Sff/M DETAIL 4� (A•w��-shimrP.r.vo+'Ji �i(Jd Sarry l 1d-t�P �e03d' (GNnd aJ,Manr!/nnyqHgr Jour• SLOT "DETAIL $ har.6A' 4Ctt57 df� - . Bo/ra.'�bx/=Y shim d--6'� ' �' r::::!: :;'' '{sem"!"''••- SLOT DETAIL Y - "' ` 2NaN • /H6sler I Ftp M rouiy sMf/Arp(sinemr srardeMp/pe, wrb'eNv.uvm.0-sa. . o b TEXAS HIGHWAY DEPARTMENT .o"A' \ .fJr pnJl'%S%PAL Srk➢!/lX LYV1J.('±l/ild BS Of r/N• M{llnq. • 1�' �, - M/pvlMlierlron eny nv�u/3erunr}�nq beRvrpv/nJa �/iai ! tj�H'4� ,psr�eo'6'RAILINGDETAILS MbNld l/u m LFid✓/d f •J JM 4ep+d ' bum neb ro nd/ur,,Ac<,I , roaJeo' Gyi Jhe Cb'y/ire pRx,•ass in acmrn/a,-xe wNh Z P44 , srcuse/ in and o/her f•!s r. $wc. A-/65. 77+r hhicknwrr of C.pdm%vm CYwrirg+aeds/a0 be a y ,o'are fo fM forms with � meilimum of 1 00005 inch. � F JJar fwo ours pt>riofao'sn erdn- fo ho/d r/rm bolsi /n ,cYdcn rvhi/a A&"- TYPICAL RAIL POST DETAIL � "tJECHES RIVER BRIDCLE the nvrcrcre. 1 i O F/ ' - OR.eNaE rG l