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<br /> STATE PROJECT NUMBER/Ana, -IN
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<br /> fir DESIGN DATA 1010-02-79 .ce.
<br /> 234-5)44"BACK TO BACK OF ABUTMENTS
<br /> H- --al .IVF IOAD:
<br /> -- I L 2,87/C
<br /> STRAIATURA i 21443' I i DESIGN LOADING: HS-20
<br /> B-I3- 5. I STA.399+1L97 WB = I INVENTORY RATING:HS-18
<br /> 511 I c. OF PIER 1 STA.360+60.32 SB OPERATING RATING:HS-30
<br /> YP 1 li i
<br /> I STA.398+66.74n VERT.CLEARANCE re-r± WISCONSIN STANDARD PERMIT VEHICLE (WIS-SPV)ft 210 KIPS
<br /> ‘2-87/c 1 . .c-LI CRIT.VERT.CLEARANCE Q_ OF PIER2 I ODENOTES WING NUMBER
<br /> \' %t Ia)- 1 1-P-3"± STA,349+45.74 W13 i STRUCTURE IS DESIGNED FOR A FUTURE WEARING
<br /> \ It": 1 '
<br /> === ci,. ==== ..-:=1= _=_ _ =\-==0 SURFACE OF 20 ft/S.F.
<br /> .. ....--- _- ------- - - .
<br /> - 11 ICA\-- r't-- Vir SW-- T 1, I iiiiinesiiii S.ABUT z
<br /> 0 ULTIMATE DESIGN STRESSES:
<br /> ,-- STRUCTURE tIC A;r: : -Rcy {SLAB fa A 4,000 psi.
<br /> \‘ \ __ 400+24.7- WB 3,,,,PYTAT T t v JR4 RiltegR CONCRETE MASONRY
<br /> 1\--, ALL OTHER f'c = 3,500 p.s.r.
<br /> c-0\ LONG.CI'L--Alkali 41,
<br /> am' 0 OF DEC ftft<H- HIGH STRENGTH BAR STEEL REINFORCEMENT (GRADE 60) f = 60,000 p.s.1-
<br /> A r'S ,
<br /> 0 kA iv q .ND OF DEC(111140 se
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<br /> \ MISIlln \..- -- JOINT W: TPA i
<br /> a 1111116:1 . - °4-,2 r
<br /> ,, \\,,
<br /> \\* fa 0
<br /> i*y = 33,000 p.s.l.
<br /> HIGH STRftx1IGSTTHN:TIR9U6CITGUIRRDAELRsSTIT.(4sTm 436)
<br /> --I • ix laMialli. .> .......r11111E011, *
<br /> 11.1nErThra-41 IV \ \\IT 399+00 WT ‘,‘ 400+00 WB i,\ L\ 401+00 WB it IN - z
<br /> _Ly WB 0
<br /> -- - 1 \II 1 \-1i\ k I ts I \\A I ----- EXISTING 1984 GIRDERS 7-8 (ASTM AS72) f'y = 50,000 p.s.1.
<br /> "11
<br /> (1 \ 1\ 1\11\ _1 to LI (11
<br /> t c. OF BRO.N.ABuT - \" VERT. \ VERT. t cc
<br /> O STA.398+31.24 We .11 1 ar CLEARANCE\--,11,, CLEARANC • \<Cc ;. \1Vl .414,()4r080R+G.S.ABUT
<br /> 60.24 513 al
<br /> 0 ,11 \\\rY1 17'-5"± ...\\'0, 171-5"± STA.399+79.50 WB Last‘ \ z TRAFFIC DATA:
<br /> NAME PLATE-\ \\\
<br /> 1C%).\. Mit7 STA.360+35.23 NB CV "1 0 .
<br /> v \i0 ■,\ _:4}- , v 0 USH 151 IH 39
<br /> ' 4
<br /> BACK FACE CIE„. K, \ ic ■ cA A.O.T.= 51.300 (2014) A.O.T.= 52,400 (2014)
<br /> N.ABUT. '-BENCH MARK CAP 't USH 151SB 1- -I?. LISH 151 NB ' A.D.T.= 65,200 (2034) A.D.T.-= 68,400 (2034)
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<br /> ,31:7` MA
<br /> .., ,ANA, 3131 ' E. C. R.D.S.= 55 M.P.H. R.O.S.-- 70 M.P.H.
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<br /> c I M 1 e I A cA ' AS I LIST OF DRAWINGS
<br /> 0a. .- 0 t- :-.. iy- ,AD C7 331 A
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<br /> a < . CI Ps,W. aIs I .„.-
<br /> o- 1. GENERAL PLAN
<br /> = ' 1/ Lft2-11 AC ft; \ DT I T .
<br /> -F A.REA-PA A, 3- . , ,A, A u A 6A., A L- - 2. TYPICAL SECTIONS
<br /> 4-- ... _,
<br /> -= 3. QUANTITIES AND NOTES
<br /> , 5, "Ift1.COI-a:Y.10 =3
<br /> gnu YYR 103‘,CeYJse,T, -P" ;TA 356■14y4 r2 ,e2,'
<br /> F; 5 Y. 'IR. 4. NORTH ABUTMENT
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<br /> ""1 ' , NORTH ABUTMENT WING 1 DETAILS
<br /> I 2 1STRI. E ''t',\ \--, 6. NORTH ABUTMENT WING 2 DETAILS
<br /> tn- 6-13'40P i O.
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<br /> 7. NORTH ABUTMENT DETAILS
<br /> A7 7 A'
<br /> =z'FF A ‘ 8. SOUTH ABUTMENT
<br /> 9. SOUTH ABUTMENT WING 3 DETAILS
<br /> tc r'ft1 -/ 10. SOUTH ABUTMENT WING 4 DETAILS
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<br /> -V\ C" CP PIER I C sr BIE2 2 - .■`■.A
<br /> erD. PY3 IT Y.,N0 ..-1 ,±YE: 11. SOUTH ABUTMENT DETAILS
<br /> STA 393=S3.330 CO PT-.4=23-33.P„ /3 12. EXPANSION JOINT DETAILS AT ABUTMENTS
<br /> STRUCTURE 2 A., ' PP 2 PS '3 13. EXPANSION JOINT DETAILS AT ABUTMENTS
<br /> 8-13-452 -1/
<br /> 14. EXPANSION JOINT DETAILS AT PIERS
<br /> /1- - 4 8A0c 10 SACK
<br /> A 15. EXPANSION JOINT DETAILS AT PIERS
<br /> i .<3. 16. DECK ELEVATIONS
<br /> EL. 10%9 CrY/PRAO -0
<br /> - - - 17. TABLE OF DEFLECTIONS
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<br /> 18- SUPERSTRUCTURE
<br /> I PLAN A 19. SUPERSTRUCTURE PLAN
<br /> 4 SPAN WELDED STEEL PLATE GIRDER BRIDGE
<br /> ? c:„-- 20. SUPERSTRUCTURE TRANSVERSE
<br /> 4SLAB STEEL LAYOUT
<br /> 21. SUPERSTRUCTURE BILL OF BARS
<br /> n n A m 17;
<br /> 0 t.„..ift---a T= EDT' /
<br /> 0 A: i-4 0 \'I'S siiii: :v. I--
<br /> P.,A 22. SINGLE SLOPE PARAPET 4255
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<br /> fr/CHRTSTOzePI:B 4:12
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<br /> CONCRETE SURFACE REPAIR AT
<br /> ER0pe.
<br /> RIP SEr EXPANSION JOINT ABUTMENTS AS DIRECTED BY
<br /> - SING SLOPE PARAPET 42SS i
<br /> THE ENGINEER - TYP. 44-)e---------....:!.11,0\ ND. DATE REVISION i BY
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<br /> 1 960 STRIP SEAL EXPANSION JOINT ,.....--
<br /> % _A_1i ORIGINAL PLANS PREPARED BY
<br /> • STRIP SEAL EXPANSION JOINT STRIP SEAL EXPANSION JOINT 8
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<br /> I Alie ear, _ 4 INIMIN111111111•11111M117a all-
<br /> is i MCMAHON 1 l's Imes r33 Oakwood HAls Parkway
<br /> . Ea. immmemirmaNcE - - ga : Mire. WI 54701
<br /> 940 - •E +1 . . IF c . •E 2 1 --, 71 S. E-29454 i X 3
<br /> - ASSOCIATES www.AyresAssociates.corn
<br /> 930 EL.938.3±_,-->Y1.1
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<br /> DEPARTMENT OF TRANSPORTATION
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<br /> E;-_, #4, 'ONAL, to-tatA RECEPTEDZ4-4-41-e da/T22=KAR 08/12/13
<br /> I RESEAL EXISTING 4L-EL.920.9f i ''''--EL.917.5t 44.
<br /> •-ft CRUSHED AGGREGATE 8 J I/ ‘1"--CONCRETE SURFACE REPAIR AT CHIEF-STRUCTURES DESIGN ENGINEER DATE 1,........
<br /> EL.915.7± *41 Or
<br /> 910 SLOPE PAVING - TYP. II II 11 PIER COLUMNS AND PIER CAPS 6•11470240•0
<br /> II 11 II AS DIRECTED BY THE ENGINEER STRUCTURE B-13-103
<br /> ELEVATION
<br /> II II II (TYP.) ‘7.2 i L3
<br /> 44 39 WO OVER URA! 161
<br /> COUNTY 1 TOWN/Ed,,,A=HeE
<br /> (NORMAL TO USH 151) DANE BURKE
<br /> DESIGN SPEC.
<br /> REHABILITATION AdA
<br /> BRIDGE OFFICE CONTACT: DESIGNED DESIGN DRAAN PLANSCSIAA
<br /> WILLIAM DREHER BY CJM CEO. AEB BY CJM CEO.
<br /> (608)-266-8489
<br /> GENERM. SHIFT = OF 22
<br /> CONSULTANT CONTACT: -166 -
<br /> CHRIS MCMAHON PLAN
<br /> 1715)-834-3161
<br /> 5/31/2013 Ulock.tbI ■ FA RATE•
<br />
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