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SATE PROJECT NUMBER
<br /> 1010-02-79
<br /> DESIGN DATA
<br /> 0" LIVE E LOAD:
<br /> LOADING: HS-20
<br /> INVENTORY RATING:HS-18
<br /> STRUCTDRE .-1 , I) `.;K I 5 Lh 5i „w. - ,_._. OPERATING RATING:HS-30
<br /> 8-13-45, • r a4 t, _ r,_0 -r. �= WISCONSIN STANDARD PERMIT VEHICLE (WIS-SPV)= 210 KIPS
<br /> STRUCTURE I5 DESIGNED FOR A FUTURE WEARING
<br /> ) „. r ` - c .,.� -c ix 1•-i A .-.. ,�. A .��_. - SURFACE OF 20 •/S.F.
<br /> f
<br /> ULTIMATE DESIGN STRESSES-
<br /> -
<br /> -. .�._ .L._ . .: .<... Jr 5
<br /> :.A^>-°-°-°^^- '.. «.sUi SLAB '
<br /> f'a = 4,000 ps.1.
<br /> 1 - �o \ - w CONCRETE MASONRY {ALL OTHER f' 3,500 psi
<br /> STRUCTURE Sr v. T , =
<br /> B-(3-103 I °Ci„ F r_, l >4 a:E HIGH STRENGTH BAR STEEL REINFORCEMENT (GRADE 60) ty = 60.000 D•s.i.
<br /> `'S a :11 �,5 A :-.
<br /> c "t " ',A _ ,L / 11 G HIGH STRENGTH STRUCTURAL STEEL
<br /> C C'1 _ ., L
<br /> '��''' - \ \ r l t'< EXISTING 1961 GIRDERS((�3}} ($}(ASTM A361 f = 33.000 Ds.l.
<br /> �. ", P Y"V A, \ ' ' r ``? EXISTING 1984 GIRDERS(1)-(2)(ASTM A572) t'y = 50,000 Ps.I-
<br /> 1 `�-`, , �. may-( 1 � � - f � s_ ,xzr
<br /> 6"
<br /> \ �1\ rl 1 TRAFFIC DATA
<br /> IT I „ ,� t v- r f 3 S , USH 151 IH 39
<br /> t 1.- 0 .„?"_ tTT �>+; AA-T,- 65300 (20141 A.D.T.= 68,400 (2014)
<br /> 1�' �'- rr 1 A,O,T.= 65,200 (2039) A.D.T.= b8.700 M.P.H.
<br /> N.AB FACE OF R.D.S.- 55 M.P.H. R.D.S.= 70 M.P.H.
<br /> N.ABUT: R USH 151 SB VERT.CLEARANCE 1T-9"3 a W. USH 151 NB -
<br /> A ENO OF DECK CT) `�\\ N •� \ il +o \C \\\` Q3 BACK FACE OF T g
<br /> a) STA.398+ \\\\ i STA.399+39.03 E8= U M \ 1 \i( S.ABUT
<br /> Ca 5138 EB \�\\ \\STA.360+00.10 58 VERT.CLR. U�\\\ \♦\ in \1\E g IH 39 ED ,i
<br /> c 398+00 E8 `\i '0399+00 EB mp it-T•t U. 400+'0 EB \ \U\ ...901+00 E8 =d<�
<br /> CA END of DECK ���o LIST OF DRAWINGS
<br /> m m� �\ t1l +, \ \L � $TA.400+84.42 EB °' t. GENERAL PLAN
<br /> -2 a 1�( o" -" (n • z 2. TYPICAL SECTIONS
<br /> +¢ CRtT.VERT. VERT. 3. QUANTITIES AND. NOTES
<br /> STA 3 :+53 40 EB \r TA.400+OL76 E8 - \ � � 3
<br /> v CLEARANCE CLEARANCE ri i 1 r ...
<br /> a n m OINTCONST. T-D"t \b 1T-2"3 STA.359+74.94 NB ��_ .- t •s a. ;Jvwj 9. NORTH ABUTMENT
<br /> . Q
<br /> o w STRUCTURE - 1 \ \ - ^- >T+1 aI 5. NORTH ABUTMENT WING 1 DETAILS
<br /> u°i°_ 8-13-102 - _ i \\1 lEy\ \�yi Mk l\l, z 6. NORTH ABUTMENT WING 2 DETAILS
<br /> ti,., - O 1�N \\\•, __. '1 7. NORTH ABUTMENT DETAILS
<br /> 12, - a _T (I_ x_,_ _ Al,a. �� u 8. SOUTH ABUTMENT
<br /> am gU. ?A` yy a-= .T _ -- - -'- 9, SOUTH ABUTMENT WING 3 DETAILS
<br /> \T.- 1 � 10. SOUTH ABUTMENT WING 4 DETAILS
<br /> as ` IF P R ' OF 19, \ 11. SOUTH ABUTMENT DETAILS
<br /> BENCH MARKb CE OF PIER 2 SKEW OF PI R 3
<br /> CAP STA.398+g8.90 EB S A. 9.+, .•� 12. EXPANSION JOINT DETAILS AT ABUTMENTS
<br /> E: (TYP•) STA,400+46.90 EB
<br /> t QDENOTES WING NUMBER 13. EXPANSION JOINT DETAILS AT ABUTMENTS
<br /> STRUCTURE 2'-8 fe" 3 '-•" 79'-0" 79'-O" 35'-6" 2'-8T/s" 14. EXPANSION JOINT DETAILS AT PIERS
<br /> 8-t3-452 k �4
<br /> 234'-5 BACK TO BACK OF ABUTMENTS ti 15. EXPANSION JOINT DETAILS AT PIERS
<br /> 16. DECK ELEVATIONS 18. SUPERSTRUCTURE
<br /> a▪ a a Q�q�k /� ry )C L C' 17. TABLE OF DEFLECTIONS
<br /> L s 1 0 V P („ H Y Cr 19. SUPERSTRUCTURE PLAN
<br /> PLAN 20. SUPERSTRUCTURE TRANSVERSE
<br /> 4 SPAN WELDED STEEL PLATE GIRDER BRIDGE ? SLAB STEEL LAYOUT
<br /> a 21. SUPERSTRUCTURE BILL OF BARS
<br /> T. m m 22. SINGLE SLOPE PARAPET 4255
<br /> :1 w• ad u *
<br /> CONCRETE SURFACE REPAIR AT
<br /> ABUTMENTS AS DIRECTED BY /sr
<br /> SINGLE SLOPE PARAPET 4255 E say
<br /> THE ENGINEER - TYP. .t--a.' P,t NO. DATE REVISION BY
<br /> 960 STRP SEAL EXPANSION JOINT ` STRIP SEAL EXPANSION JOINT STRIP SEAL EXPANSION JO NT +` 1--J - •- e5 @'tt I -
<br /> I STRIP SEAL EXPANSION JOINT ® >�- ` -o"' 40 ORIGINAL PLANS PREPARED BY
<br /> 950 RAOE _ 3933 Oakwood 54701
<br /> Parkway
<br /> I �„ _-....�_..._.�, - arr. _. --r ' CHRISTOPHER B.•y �s - Eau Qlotre, WI S4TOI
<br /> 8 II 940 211 E xFQ • F .d E II2 r m : MCM`.AHON S A 9 ASSOCIATES www.AyresAssociates.com
<br /> E-28A
<br /> EL.938.71-� 'I II \\ I I f-�� ; i N�w� I n I' 11 EL.938.73 E.73 1
<br /> ,. ' �d DEPARTMENT OF TRANSPORTATION 8
<br /> 930 ' II vv 13S$ 1 U v ' .`5 IS I 1 I III I . :
<br /> �� 920 a H\_ did,1 1 i'� �f /✓ 08/12/13
<br /> RESEAL EXISTING I EL.921.3± `EL.920.8± EL.920.9± II + ��' ' AccEPiEa CHIEF STRUCTURES UR
<br /> I 910 CRUSHED AGGREGATE I II CONCRETE SURFACE REPAIR AT pad�.f�•.A � 0@9 CHIEF STRUCTURES DESIGN ENGINEER oar=_
<br /> SLOPE PAVING - TYP. 1 T PIER
<br /> S ORECTEDSB AND TTHEPIER
<br /> ENGINEER g�CIpsi 960 STRUCTURE 8-13-102.
<br /> I (TYP.) s/3 p`I 3 IH 39 EB OVER USA 151
<br /> I k f!
<br /> COUNTY TOWN/t.,T..Ri.BC
<br /> DANE SURE
<br /> DESIGN SPEC. REHABILITATION N/A F+
<br /> ELEVATION BRIDGE OFFICE CONTACT: DESIGNED CJ DESIGN AEBj DRAWN CJM PLANS egLA
<br /> (NORMAL TO USH 150 WILLIAM DREHER
<br /> (608)-266-8489 GENERAL SHEET ' OF 22
<br /> CONSULTANT CONTACT: -_144 -
<br /> CHRIS MCMAHON PLAN
<br /> (715)-834-3161
<br /> 5/1077013 block +N n OArc
<br />
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