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Conp%te web to flange fillet weds <br />after welding flange 6 M 6 AT - C� <br />and web butt joints G <br />min. mini <br />-8 <br />=:.,= = = = _= = = = = __ __ -= J <br />Stiffener <br />10 <br />Cope web at <br />l girder splice <br />r, <br />G <br />GIRDER SPL ICE <br />12 <br />� 444 <br />- O <br />G <br />" 6` �-Compression \ <br />6-(Ca-Wresslon <br />flange <br />nn. min. flange _ \ <br />cope <br />3 min. <br />min. <br />Tension <br />flange <br />G Q4`Y4 <br />X /2 <br />G® <br />ongl Ind ; <br />stiffener <br />-- Transverse <br />stiffener <br />"t web <br />® 1 <br />thickness ; <br />/--- Cope <br />I <br />Tight fit at <br />= 1 tension flange <br />'A"ll See Cope e Detail <br />ASSEMBLY AND FABRICATION DETAILS <br />NOTE: A I ternotive girder splices will be <br />permitted subject to approval by <br />the Engineer. <br />OA Web butt Joints shall be full penetration <br />//4"max. groove welds. A// weld areas on the <br />exterior face of exterior girders shall <br />Cut web <br />be ground flush. Where welds on a <br />5/8' R girder Interfere with longitudinal <br />stiffeners the weld oreos shoal be <br />ran we s <br />ground flush . <br />d <br />f Girder splice <br />WEB COPE Under full dead load and deck - . - - .1 . . . . .. . ..... . - . . <br />shrinkage, as shown on the camber <br />AT GIRDER SPLICE diogrom, girder ends and bearing ' <br />stiffeners shall be vertical except <br />they may be normal to grade for 6 weach side of splice <br />grooCes less than 2 percent. <br />© Stiffeners adjacent to a field <br />splice shall be field welded. <br />© Grind all surfaces flush on tension <br />flanges. <br />Grind all surfaces flush on <br />compression flanges when required <br />Girder flange for NDI. flush <br />a <br />Grind all exterior surfaces us <br />on all bottom compression flanges. <br />6 max. T <br />O <br />�� of hole s s <br />Web --.. q Y N <br />/" maxdiameter hole of 4' f min. spacing to <br />be used for fa/sework support when specified by <br />Tight fi <br />Din. COUNTY ROUTE 1POV_WILtF---40TAL PROJECT �ccr 4orwL <br />N� 00%LZLI <br />i <br />DESIGN ENGINEER 41615TERE! CIVIL 10010E[t IIYI•!LR <br />t man <br />.Tension flange <br />� / M <br />-$ I I %2" max <br />COPE DETAIL <br />Bearing <br />Bearing stiffeners <br />f C Girder <br />Tight fit between <br />bearing stiffeners <br />LONGITUDINAL STIFFENER DETAILS <br />the Contractor. Contractor to determine location, 2 <br />size and spacing. � 2" <br />2" max. diameter hole to be drilled where <br />4" <br />lighting conduit passes through girder web. For 6 " <br />location and size of hole see ~Lighting Plan ." <br />.,DETA,/L OF CUT <br />HOLES FOR CONDUIT <br />� I o <br />i <br />1 <br />Butt Joint Width o f <br />-Width of <br />Wider <br />Plate <br />Narrower Plate <br />N � <br />o_ <br />I <br />TRA/6/S/T/ON OF. WIDTH <br />FLANGE TRANSITION DETAIL <br />/8 for <br />for <br />3"min. E <br />�- J c <br />3xI or W <br />E did. <br />N Studs --�- / "min. c% Fu1/ gene trat%o n <br />weld <br />Lengths to be determined by the Contractor, <br />unless otherwise shown. <br />Minimum length is 4 " . <br />The top of deck is designed to be approximately <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 CONNEC TOR <br />I IF Brg, Continuous <br />I`" ird r <br />- 6 Brg, Fiee End g e s <br />Required spacing <br />—Tight fit <br />1 flange <br />� /2 , � <Compressiong <br />Spacing' J,h <br />1 <br />C¢ Web <br />�i z <br />Bearing <br />stiffener <br />STANDARD DRAW,1,NG­.,. OF AN OA UIN �tvt. ®f <br />�kA�vi� ;� ,Y COUNTS S J Q C����S-DES��t� <br />jj'�� T� tV <br />FILE No. X S - 16 - 62 DESIGN BVh �.- °"7 CALIFORNIA iPn=CT <br />DRAWING 12 Q DETAILS "y/(49 h�n�er' `�'"'`�`' Df� 6w 5�. =ow DEPARTMENT OF PUBLIC. WORKS pip OF TRANSPORTATION ENGINEER <br />DATE / V ® SUBMITTED BlY '� wccisvgwcS 41 iwslwcu wurKR - -- —l_�✓ — -- - <br />BIB` CU <br />os p1�1 OIL SCALE IN INCHES <br />Desreprd prints bearing earlirr cevisian dates <br />FOR REDUCED PLANS 0 1 t , wo <br />(Tension f/Intermediate stiffeners moy be <br />K Tight fit <br />vertical or normal to flanges, <br />unless otherwise specified. <br />/o #3 <br />POST BILE <br />i <br />BRIDE NO. 1043 at BISHOP CANAL <br />1 GHT---tM1L_E-f ROAID—BRI UtiE `- <br />7 <br />STEEL GI R®ER DETAI LS <br />REVISION DATES (MUNINARY STAGE ONLY) SHEET OF <br />STATE NO. 29C-114 <br />