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r� <br />X <br />X <br />X <br />X <br />Bearing <br />Typical at ends of Outer Girders, <br />for Center Girder see "End <br />DlaphrGGm DetGlls" sheet. 18"XIV2 <br />� u <br />e <br />r <br />fDor.ph <br />8"XJ14 Stiffener <br />q) <br />�t Lh <br />Constant Depth <br />StIffener /W= V2v <br />Spacing 6 Equal Spaces - 2(YO" <br />Stiffeners are 6"XV2N <br />"nlp s noted otherw1se <br />-t—For "Web Butt JoInr <br />See 'Steel GIrder <br />DetGIP sheet <br />85-101, <br />18"X2*lx651 <br />Tension Flange <br />JO-1011 <br />See "Field <br />lelix,31IX601 <br />Splice Details" <br />151,01, <br />-&—For "Web Butt jomr Web <br />See "Steel Girder 81413, 16 " Span 21 <br />Detall" sheet 810V� " SpGn 22 <br />lF- Pivot Pier DIST COUNTY ROUTE <br />Sym about 10 Si <br />a� except as <br />noted _4)W)00 &JuAii <br />REGISTERED CIVIL ENGINEER <br />PLANS APPROVAL DATE <br />IMBSEN & ASSOCIATES, INC. <br />9833 Horn Roccl, Sulte C <br />Sccrcmento, CcIffornic 95827 <br />y <br />ea, <br />B t <br />---Bearing Stiffener see "Cross Girder <br />D (g <br />etGlls" sheet. <br />POST MILES SHEET TOTAL <br />TOTAL PROJECT NO. SHEETS <br />54 105 <br />'�,Z�ESS/OIV4 <br />ENNIS D. PECCHIII <br />No. 32049 <br />Exp. <br />CIVIL <br />OF CN <br />10 xj Xou t--% t— �#� *­% t—% r—% i­% r*,% A A A I I & I e�% <br />fy=50,000 PSI HLUUMU UMIAMINU <br />Nlo Changes <br />a te _C3, <br />AnV Person, Ucir"g This Drawing Shouid Vofify <br />Dlagrams sheer. I he depth or we snall vary t1ne rly Detwee �A­C Plvot=j� Cross Girder t3,! x�sr,-,7,ting T�� <br />'Y16 It /—Od depths on thIs Elevation. See Deflection Diagram for details Details SymmetrIcal About <br />12CY011 not shown. Pivot Pier <br />Bearing <br />End DlaphrGgm <br />2901, 2(YO" 2(Y(7 20101, 20"0" 20-'0" 2010" <br />W16x,31 StrInger <br />W16x50 Floor Beam <br />see 'Note 3' see 'Note 3" Cross Girder Girder <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ==I F- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />A A <br />R�1211911 C\j <br />,Wj <br />— — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — _ <br />U) <br />-- — — — — — — — — — — — — — — — — <br />----------- -------------- -------- <br />----------- j= -------- ------ ------ _,� ----------- ------ ------ ---------------- ------ ------- <br />WJ6�2JO BrIdGe= <br />Girder <br />IA-L 4x4xV2 <br />WT6x20 <br />Z_ <br />C\j <br />K::Wl8x86 <br />WT5xlJ------\, WT6x2O <br />y <br />=L ------- I -------- L ---- ------- --------- <br />-1 ----- L ---- �11 --- ­J__ L__ -------- L ------- i --- L ------- J -------- I ----- i -------- <br />---------- <br />Girder <br />PLAN -4< 21011 <br />//-Od 5 spaces La 4 1= 8 Notes: <br />All Bolts �8' High Strength Bolts. <br />Floorbeam A I + +; + + IW� F8 <br />Floorbeam A + 2. Caulk all Gaps which are difficult <br />1� to seal with point or are Inaccessible <br />+ +1 . . . <br />631411 11 6'314'0 4"811 A- to point. <br />Wj .4 <br />15 spaces La 3V2 11 414V4 m 27 spaces La 4V2'- I(XIV2" /5 spaces La 3V2 4`4V4 ry) 0 spaces La 4 <br />-314" studs, Spacing �0 /IV J. For the Purpose of designating ChGrpy <br />41411 Values the W16x5O & W16x,31 shall be In <br />+ + �Nl I N� I <br />+1. . . A 4 . . . . . . ; . . . . . . tension. <br />2-A 24481x7,*6" <br />1+ + + Ar-­� <br />- - - - - - - - - - - - - - - - - - - <br />e Indicates PanelPoInt <br />---------- ----------- - ---------- --------------- ---------- ---- — ----- . . . . . . . . . . . . . . <br />+ + +1 . . . . . . . . . . . . . . . . <br />+ + C\j <br />+ 1+ <br />+ + + <br />1P_ 18x1Vq x418" <br />WEB SPLICE FLANGE SPLICE 2- /2 &1�18 x418" <br />W16X,31 Stringer L 4x3V2 x�81 <br />W16X50 Floorbeam STRINGER ELEVATION VIEW FIELD SPLICE DETAILS <br />V2 11= / /-Oft V2 y � //_OM C%WIK1r. qPAM <br />C DESIGN OVERSIGHT <br />-0 SIGN OFF DATE <br />U <br />Ln <br />0 <br />00 <br />Ln FORV DC-OE-92-PF (REV. 3/88) <br />0 <br />ft . 51,,, H <br />16 Spaces @ 510'-80'0' <br />Tension Flange <br />F1 FVATION <br />tW=-314 " <br />For Spacing See "Girder FrGmInG Details No.1" sheet <br />Compression Flange <br />Top of web shall be fabricated to match the fabrlcGtlon <br />line shown on the Deflection Diagram on the "Construction <br />11 <br />COUNTY OF SAN JOAQUIN - DEPARTMENT OF PUBLIC WORKS DESIGN BY CHECKED <br />G. DINI D. PECCH I A <br />PREPARED FOR THE <br />BRIDGE NO. <br />BACON <br />ISLAND ROAD <br />BRIDGE AT MIDDLE RIVER <br />Senior EnQlneer Date ApDroval Recommended By Date DETAILS BY CHECKED <br />I I <br />COUNTY OF SAN JOAQUIN <br />DENNIS D. PECCHIA <br />PROJECT ENGINEER <br />29C- lo8 <br />B. MAECHLER G. DINI <br />POST MILE <br />FILE NAME DRAWER SHEET NO. QUANTITIES BY CHECKED <br />DEPARTMENT OF PUBLIC WORKS <br />GIRDER <br />FRAMING PLAN <br />G. DINI F. LI <br />ORIGINAL SCALE IN INCHES <br />C Li <br />DISREGARD PRINTS BEARING <br />REVISION DATES <br />03�,&q 08 06;;� 10-22 <br />(PRELIMINARY STAGE ONLY) SHEET OF <br />FOR REDUCED PLANS <br />0 1 3 <br />EA <br />EARLIER REVISION DATES <br />>0 ;� <br />1,---92 I,--"9241,A3 1 -93 <br />S37 S46 <br />3 ez� M r.:� 6 <br />