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X <br />714 <br />Girder - Girder <br />Girder Bridge 106" <br />106" <br />.31 N <br />xLlmlt of 4 fillet weld <br /></ypX <br />X // OV16 11611 X // 0'116 314 N V <br />4— 2 5V2 N <br />9M <br />Center Bearing, JV16 30 Y '3V16 5 92 3V <br />see Yecl)GnlcGI sheets. <br />2# <br />2" <br />3 40_'110" <br />11 <br />'_7 wl6xjl <br />+ + + + + + <br />+ + + + + + + <br />Pivot <br />+ + + + + + + A-1.1 + <br />A <br />+ + <br />t + + + <br />+ + + <br />— ----------- DE <br />Pler - ------------ ------ <br />+ + <br />+ <br />+ + + + + + + + + + + + + + + + + Ar <br />+ + + + + + T I + + <br />+ 11 + + + <br />A2 <br />IP- 7"xl <br />Bar IV2 mx4V2 "x,3-6V8 "Long <br />(total 2) <br />Bar IV2 "x4V2 "xlll�116 "Long p, M 110Vj6 "x3"x,316V8M <br />(total 4) _'14 it _ = //00 \ '314' �/ < typ X Web plates, web splice plates, <br />For "Cope Details', see <br />"Steel Girder Detalls" <br />x--- sheet. <br />X <br />X <br />Stiffener I?- 8nxl" <br />(typ) <br />C DESIGN OVERSIGHT <br />U) SIGN OFF DATE <br />Ln <br />0 <br />00 <br />Ln FORM DC-OE-92-PF (REV. 3/88) <br />0') <br />Girder Symmetr1cG1 about � BrIdGe except as noted. Girder - <br />Bridge <br />4",21' <br />412" <br />1 "-31 /_ IV 1,0/ke <br />Fill R 114"x V2 Nx2'7ft P- /6 HXIV2 x12` IV2 " long <br />IP- 114"x Fa-vxJIT' A rB <br />W16X,31 <br />R_ 16"x <br />+ + <br />+ + + + + <br />—)P- 7"x F8"x,317" <br />/+ + + + + + <br />A <br />+ + + + <br />2 Fill ft <br />1"1"XV8 ux7,'8u <br />e 7"xV2 7"xl" <br />(both s1des) / 'P+ + + Bearing <br />r <br />+ + + + <br />Stiffener <br />+ + + <br />+ <br />+ + + - Web #? 8-'Olqxl <br />/+ + + <br />+ + <br />+ + <br />2 Rs 212mxV2 x7-'B' 3N Radius <br />+ + + + <br />(typ) <br />Web /8 8100XJ14m + + + + + <br />/+ <br />/+ + + + + <br />2 Ps 6V2 'YxV2 W18x86 <br />+ + - + + <br />+ + <br />+ ++ <br />Bearinn <br />Stiffener <br />+ + + <br />I I I IN I I V <br />-------- --- <br />R 16"XIV2 xl2-' IV2 long <br />G <br />R_ 16"x / " <br />V2 <br />Fill /k 114"x V2 "xY2�81 V2 >< Finish after <br />G 8V2 # 1-,6,1 8V2N fGbrlcGtlon 200 <br />typical top & bottom .4 <br />6"0-314 610314 <br />IK Balance Wheel <br />Assembly <br />A <br />EL-EVATION <br />_'14 11 a //00 <br />COUNTY OF SAN JOAQUIN - DEPARTMENT OF PUBLIC WORKS DESIGN BY G. D I N I <br />Senlor Enqlneer j Date Aporoval Recommended By I Date DETAILS BY B. MAECHLER <br />I I <br />FILE NAME DRAWER SHEET NO. QUANTITIES BY G. D I N I <br />top flange, and rop rtange spilce <br />plates are Tension Fracture Critical <br />Yembers. <br />412m 412M <br />2fi 411 w-1 4m]w <br />611 2 <br />+ + + + + <br />+ + + + + <br />+ + + + + 4\ <br />+ + + + + <br />6V2 "xV2 N <br />+ + + <br />+ + + + + <br />+ + + + + <br />+ + + + + 4�\ <br />+ + + + + +\ <br />+ + + + +\ W18x86 <br />+ + + + <br />A <br />+ + + + + <br />5V4 <br />�p <br />817# <br />CHECKED <br />F. L I <br />CHECKED <br />G. D I N I <br />CHECKED <br />F. L I <br />ORIGINAL SCALE IN INCHES <br />FOR REDUCED PLANS <br />AW <br />..�V Balance Wheel <br />Assembly <br />Bottom Flange - Compression . <br />� Girder <br />TIght Fit <br />318 If <br />DIST COUNTY ROUTE <br />10 si <br />_X" AO /00.-jj� <br />REGISTERED CIV�L ENGINEER <br />POST MILES <br />TOTAL PROJECT <br />NOV 1 5 4411 <br />PLANS APPROVALDATE <br />IMBSEN & ASSOCIATES, UNC. <br />9833 Horn Road, Sulte C <br />SccrGmento, Cdlfornla 95827 <br />Girder Flange <br />/P- 18'x3' <br />Cope <br />IV� " Radius <br />711 <br />8 <br />78 <br />8% "XI <br />07 <br />SHEET <br />TOTAL <br />NO. <br />SHEETS <br />57 <br />105 <br />4y <br />IA <br />DENNIS D. PECC <br />No. 32049 <br />Exp. 12/31/96 <br />CIV�L <br />OF C N 6N�� <br />Pivot Pler <br />IV2"xII7 0 <br />A A slotted <br />hole <br />Girder Web <br />[A 8 Y x 314 <br />Web /L 8100 x / " - <br />e177-77,r z i <br />GIrder 11OV16 "x3"x,316V8 <br />SECTION A -A <br />"14 U = //00 <br />Pivot Pler <br />314',0 Studs <br />L <br />+I <br />'_J_jI i'l W16xj1 <br />/2 6Y2"xV2 <br />Notes: <br />Caulk G// gaps which are <br />---------- <br />difficult to seal with point W18x86 + + <br />or are Inaccessible to point. I++ <br />Cope I <br />3" Radius + + + +1 <br />All Bolts are �8"',Y High Strength bolts. '++ + +1 <br />(typ) <br />Indicates Panel Point <br />PREPARED FOR THE DENNIS D. PECCHIA <br />COUNTY OF SAN JOAQUIN PROJECT ENGINEER <br />DEPARTMENT OF PUBLIC WORKS <br />I I I I I I I CU <br />0 1 z EA <br />RECORD DRAWING <br />Corre <br />,ctions By <br />No Cti,-in.ges BY-0 <br />Date <br />P; <br />Any Person U ingThis Drawing SWA" <br />All information Sy inspecting The 3�e (Y WnA <br />Slot Cross Girder Web ff! <br />see "Girder Framing Details <br />No. /" Sheet. <br />See "Steel Girder Details" and <br />'Girder Sp/Ice WeldlnG Details" SECTION B-B <br />sheets for weld details not shown. 314 " = ro" <br />SWING SPAN <br />BRIDGE NO. <br />29C- I o8 BACON I SLAND ROAD BR I DGE AT M I DDLE R I VER <br />POST MILE CROSS GIRDER DETAILS <br />DISREGARD PRINTS BEARING I REVISION DATES (PRELIVINARY STAGE ONLY) SHEET I OF <br />EARLIER REVISION DATES 0 3 -,4 0 8 -,IZI C 6 10 - 2 2 S40 I S46 <br />,,--9 2 1 ,-"9 2 1 ---"9 3 1 -93 <br />�3 (2 r_ 0 C�' r�-_ G / Lq <br />