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web lo,(lonae fi//et welds <br />POST MILES SHEET TOTAL <br />DIST. COUNTY ROUTE TOTAL PROJECT NO. SHEETS <br />I?rfl r. nnt;nIm"v (a a 105 <br />after weldl�?g IlOnge Brgo Free End girders <br />andwebbuttiolhIs G .5 1? FESS1 <br />m1n. m1n. it / <br />Required spacing AIVW <br />REGISTERED ENGINEER CIVIL <br />Compression DENNIS O.PECCHIA. <br />T6 6v Compression M <br />Tigh t fit No. <br />32049 <br />8 flange <br />m1n. m1n. flonge 7 <br /><'Co <br />12/31/96 <br />mpression flange Exp. CIVIL <br />1�12 Cope <br />A 5 q2j <br />PLANS APPROVAL DATE <br />3 m1n. ronsverse <br />r 11001 <br />stiffener web <br />rA_'\�2_ Bedrl*n'g' K <br />web stiffener <br />thickness <br />tmin. <br />Intermediate stiffeners moy be <br />Cope <br />Tig h t fit <br />Cope web, at rension right fit at (rension flange) vertical or normal to flanges, <br />N studs <br />girder splice AnIn. f1cnge I len'slbn flange unless otherwise specified. (0, r � 6P?' <br />see 'Cope Detall MA NS VERSE S TIFFENERS <br />12 m1n. for <br />G@ Nil, <br />GIRDER SPL ICE A SSEMBL Y A ND FA BRICA TION DETAILS <br />-NOrE: Alternative gl�der splices w111 be Cross -Frame Slif&nar, 314" Or <br />permilled subject to 0pPr0VG1 by d/a. <br />the Eng1heer. <br />Fi on <br />v# penetrati <br />(A) Web butt joints shall be full �vnelralliqn <br />weld <br />�14"MGX groove welds. A# weld areas on the' <br />exterior face of exterior girders shall .2 Vif H. S. Bolls -Web <br />cut <br />be ground flush. <br />518 R. Lengths to be delermIned by the Contractor,, <br />G,-In unless otherwise, shown. <br />d welds r. �n <br />I I Minl�num length is 4 <br />W)HMUM) <br />Tension rhe top of dec* is designed to be approx1motely <br />WEB COPE Under full deod 10Gd and deck <br />go parallel to the top of web for determining girder <br />shrINage, as shown on 112e comber stud connector height. <br />AT GIRDER SPLICE diagram, girder ends and bearing <br />stiffeners shall be vertical. except # Z# Alternative types of shear connectors ##1 be <br />-r/ to grade for <br />they may be normc permitted subject to approval by the Engineer. <br />graotos less than 2percent. 2 X2 __112 <br />12 X va'('es X 8 <br />Sliffeners od/ocient to a girder 5 TUD CONNECTOR <br />splice may be field welded. EL E VA TION VIEW X_X <br />Grind a// surfaces flush on lonsion <br />flanges. CROSS -FRAME S... rIFFENER D E M ILI �14 <br />Grind a// surfaces flush on right fit <br />compression flanges when required <br />for N01 <br />Girder flange Grind a// exterior surfaces flush <br />1:��/ 111A %I <br />on a// bottom compression flangV. <br />6 Max. Z <br />Nl� - IZ <br />Q) <br />Of hole % <br />web. Itz, N <br />rension flange <br />max. diameter hole, �t 41.t min. spacing to Bull tkint Width of <br />-////A 41. A -Ilk <br />Narrower P/ate <br />be used lor falsework support when specified by :,IF( 1-1 D DR, /\W I N 6 <br />the Contractor. Contractor to determine location, M21 max <br />sl,�e and SpGcln!V. <br />411 -wid Verify <br />2 max. d1ameter hol? to be. drilled where <br />-Width of <br />fighting conduit posses /hiough girder web. For 6 COPE DE 7A IL <br />Wid6r <br />J6 <br />location and size of hole see "Lighting PIGn." <br />DEUIL of-* cur Plate <br />HOLES FOR CONDUIT rRANSMON OF WIDTH—' <br />AND FALSEWORK FLANGE rRANSIrION DErAIL <br />SPECIAL DETAILS <br />BRIDGE NO. RIVER <br />STANDARD DRAWING STATE OF DIVISION OF STRUCTURES -actc- 106 BACON I SLAND__ ROAD.BRIDGE AT MIDDLE <br />f ILE NO. XS 16-62 DESIGN By George Inenaga CHECKE0 Don Fukushima APPR40VL IRIECIOMMENDEE-101 181Y I.Delete longitudinal stiffeners CALIFORNIA POST MILE <br />CHECKEO P V "field" to "girder","shall" to "may STRUCTURE DESIGN <br />DRAWING DETAILS By Don Fukushima 0 1 ISOR .,2 Change note(D STEEL GIRDER DETAILS <br />DATE D. W. Radley E IGN PERVISOR DEPARTMENT OF TRANSPOATATION <br />RIEVISION JA!kS (PRCLIWINARY TAGE f)Nt.() S. r 7 <br />OISREGARO :2RINTS BEAAING <br />SUBMITTED BY R. C.Andersoni 1,, <br />A!� �floW� 011GINAL SCALE IN INCHES CU <br />EARLIER RE'/ISICN DATES <br />DS OSD 2147A tCA00 4/89) FOR REDUCED PLANS 0 2 3' EA I sti <br />- - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - --- <br />-- - - - - - - - - - -- - - - - - - - - - - - <br />