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4;. E <br />Ie: <br />z <br />ColWlete web to flange fillet welds <br />offer welding flange <br />and wpb battoints <br />c <br />BOO <br />/ <br />V <br />mvn. , <br />I <br />min. <br />Stiffener <br />B„ <br />177in. <br />A <br />Cope web of <br />girder splice <br />GIRDER SPL /CE <br />WEB COPE <br />-AT GIRDER SPLICE <br />Girder flang <br />6" 6" Compression <br />n vn. min. flo1w <br />Longitudinal <br />N stiffener - <br />3 min. <br />U �-- <br />"t " = web <br />thickness <br />3 "min. <br />Compression <br />flange <br />cope <br />— Transverse <br />stiffener <br />3" I <br />Tensin Cope <br />train. 1 o <br />flange <br />Tight fit at <br />g 1 fensAon flange <br />G <br />Co /2 <br />See e Detail p <br />GO <br />ASSEMBLY AND FABRICA TION DETAILS <br />NOTE: Alternative girder splices wi/l be <br />permitted subject to approval by <br />the Engineer. <br />* Web butt joints shall be full penetration <br />groove we/ds. A// weld areas on the <br />exterior face of exterior girders sholl <br />be ground flush. Where welds on o <br />girder interfere with /ongitudinol <br />stiffeners, the weld areas shall be <br />ground flush. _ <br />Under full dead load and deck <br />shrinkoge, as shown on the camber <br />diogrom, girder ends and bearing <br />stiffeners shall be vertical except <br />they may be norma/ to grade for <br />grooLs less than 2 percent . <br />�B Stiffeners adjacent to a fie/d <br />splice shall be field welded. <br />© Grind a// surfaces flush on tension <br />flanges. <br />Grind a// surfaces flush on <br />compression flanges when required <br />for NDI <br />mind a// exterior surfac6 <br />-`" on all bottom compression <br />6 "max. <br />Web �� of hole <br />maxdiameter hole at 4`* min. spacing to <br />be used for fo/sework support when specified by <br />the Contractor. Contractor to determine location, <br />size and spacing. <br />2" max. dlometer hole to be drilled where <br />/fighting conduit posses through girder web. For <br />location and size of hole see "Lighting Plan. <br />HOLES FOR CONDUIT <br />AND FALSEWORK <br />STANDARD DRAWING <br />FILE No. XS -16-62 comm "' �_._... Cl.,bd <br />DRAWING I Z/ S O DETAILS BV A C Beech/n r "—,M <br />DATE SUBMITTIED BY <br />Df DIN? <br />60eoch side of sp/ice}-4 <br />Tension A <br />t/sN <br />COPE DETAIL <br />i-- Bearing <br />�--7Bearing stiffeners <br />E <br />min <br />TDIST. COUNTY ROUTE rf!WT ItILt°—fOTAI FROJECT �Raar <br />D[SIGN [NGIN[[R AR{iSf[t[[ CIVIL 1061*11 <br />SAM AVPNGWob-- <br />/min. c% <br />/;8 fog �'ta <br />for <br />A� <br />3/4" Or 7/8� <br />�Full penetratio.7 <br />we/d <br />Lengths to be determined by the Contractor, <br />unless otherwise shown. <br />Minimum length is 4'w. <br />The top of deck is designed to be opproximote/y <br />parallel to the top of web for determining girder <br />stud connector height. <br />Alternative types of shear connectors ,will be <br />permitted subject to approval by the Engineer. <br />S TUD CONNECTOR <br />CC Girder Brg, Free End <br />Required spacing <br />C <br />Tight fit between <br />bearing stiffeners <br />LONGITUDINAL STIFFENER DETAILS <br />DETAIL OF CUT <br />Butt Joint Width o f <br />Narrower Plate <br />Width of <br />Wider o: <br />Plate <br />TRANS/TION CIF WIDTH <br />FLANGE TRA NSI TION DETAIL <br />A.», llwronrwewded "y COUNTY OF SAN JOAQUIN <br />saa �. &W „o. �Q�� DEPARTMENT OF PUBLIC WORKS <br />OW ISTER48 CIVIL ara-rcaw NUM"IL- lam✓ - - -- - ----- <br />ORIGINAL SCALE IN INCHES <br />FOR REM= PLANS <br />Bearing <br />stiffener <br />I II <br />//p , Compression f) <br />Spacing' 11 ,i <br />I Brg, Continuous <br />it <br />g dens <br />Tight fit --� 'Intermediate stiffeners may be <br />(Tension flange) vertical or normal to flanges, <br />unless otherwise specified. <br />TRANSVERSE STIFFENERS <br />fit <br />BRIDGE No. <br />Stat of <br />STRUCTURES -DESIGN /0 �3 -- ---- <br />CALIFORNIA <br />CALIFORNIA POST WLE <br />NKM <br />DEPARTMENT OF TRANSPORTATION ENGMEEEER <br />CU Disregard prints bearing earikr m ism dates <br />0 1 t 3 wo <br />EIGHT:IMILE-----ROAD:fBRID-GE <br />STEEL GIRDER DETAILS <br />REVISION DATES I►RELININART STAGE ONLY) <br />STATE NQ. ��C-1 14 <br />SHEET I OF <br />Z9140 <br />