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- - - - - - - - - - - - - --- - - - <br />/I'- C splice <br />0 0 <br />0 30 <br />213 r - �116"' <br />'--,,400 400 <br />splice <br />'300 300 <br />r - <br />r <br />T - <br />.300 <br />splice 12 <br />4314 <br />300 300 <br />30 <br />Ox <br />ygen cutting or <br />grIndMg line oplIbn <br />'Will <br />112 T <br />21 7- - <br />.3 <br />7- 0 7' <br />f <br />7' - �1'6 <br />//�r T - �116' <br />00 0 <br />Z� \0 <br />4 �O� <br />- — — — — — — — — — — — — — <br />DIST. COUNTY ROUTE POST MILES SHEET TOTAL <br />TOTAL PROJECT NO. SHEETS <br />10 SJ 6-5 k05 <br />R-EX"ORD [)HAWING a ESSI <br />;orrections By_ <br />No rAlhanppo, REGISTERED ENGINEER CIVIL <br />Dt <br />DENNIS O.PECCHI <br />0 01 <br />Any Person Ustng This Drawirg Verly W <br />No. --32049 'n <br />3it, 0 <br />All information, 8y;nsplecting The, f Work Exp. 1-2/31/96 <br />CIVIL <br />�V 1 5 3 <br />CF C If <br />PLANS APPROVAL DATE <br />r C 'Splice 12 <br />1300 300 4314 <br />314 MGX. <br />Oxygen cultl�7q or <br />grindfi7q line option. <br />WEB SPUCE <br />NOTES <br />A H _groove welds shall 12GVO the rOOt'Of 1/70 1h#1G1 Weld bGCI( b <br />_go Ug e d # pin <br />Y e her ch �Q q <br />or bV a1r arc. <br />2. PrIor to loinIng flanges to the web, the web and flange plates shall be fdbricaled In lengths <br />at least equal to the length of the girder to be fabricated. <br />J. Weldin 'f <br />g to proceed conll�7uously rom one end of member lo,the other. <br />4. Distortion limils for floll side of weldediofi7ls shall not devlate <br />. 11-om flolness by more than -PIW' In a length of 2 feet centered over the joi,?I. <br />9 A.4 ^ .4,A 4 X <br />/'- C splice V 0 Ittiv vIruelles wille g1rder splIces ore beiinglMWO swll De sfvwn <br />splice I on erection drowings. <br />300 300 JOO. 00 <br />6. Root openings shown Ore for MGnuol shielded arc. Seal bead passes In �18 root openIngs. <br />with S 44A W may be usedprior to SA W or root openings may be zero wilh root face <br />for SAW, <br />112 7- - �//d 7. Alternative welding detGi/smay be used when approved in writing by the Engineer. <br />,2/3 T - 41W <br />r <br />�12 T - M16" <br />;r �116 /IJ <br />Ox y <br />ygen cutting o, Ox gen cullIng ot <br />grindin 967dl�7q fine oplim <br />g lin e0p#017 GII?DEI? SPLICE WEL DING SEOUENCE <br />InsIGH bolls,* cl/amps., wed <br />0 qes., gul lines., struts or other suitable devices to hold giroler <br />8 <br />40to -.4,J0 �O <br />�4 4 sectlons /�? afignment and in such a molnner as to G/low normal shrinkage movement <br />4 -33/4 4,314 In the _girder splice weld. <br />2. PrehOGI flanges 12" In both directions from centerline of bull Joint between 300 OF and 4001 F. <br />Weld girder flonges top and bottom complete mal�?Ioll�7/ng preheat. <br />4. Hold preheat of fldnges to'200*Fminl/mum. Preheat web plate for 61'lo 8"eGCh Side <br />613 —213 T FLANGE SPLICE 112 r FLANGE SPLICE of centerfine of the butt. joiv to a mox1mum of 200 * F. Moln/al the preheat ond <br />weld web bull joint. Sequence of web groove weld moy be blOCkSleP, cascade or h7termillent <br />so as to balonce the applied web heat to the heat of Me flan es, us ml i1nizin ffi e <br />Jol;?t Limilollion - min. r.= I "fnox unlimited Joint Limitation - Unlimited �7 g <br />shrinkage stresses. <br />-Y 5. Alter completion of web groove weld Me remal/nIng ////et welds between web and flanges <br />7-YPICAL WELD SEOUENCE INDICW-ED 7 PICAL WELD SEOUENCE INDICA7ED sholll be �ompleled. <br />Weld passes to �lj thickness of thinnest plate. Weld pass'es to 116 thIcAlness of IhInnest plate, 6. Controlled cooling, as ordered by the Enql�7eer, shall follow comolellon of g1rder <br />(2 Bolck _gouge and weld complete BGck gouge and weld. splice weldIng: <br />OJ Complete weld. Complete weld. <br />Complete weld. <br />STANDARD DRAWING STATE OF BRIDGE NO. SACON ISLAND ROAD BRIDGE -AT MIDDLE RIVER <br />CHECKED APPRO L RECQMMENOE0 BYT OIVISION OF STRUCTURES <br />FILE NO.XS- 16-63 DESIGN 'y <br />CALIFORNIA' <br />BY CHECKED POST MILE <br />DRAWING DETAILS DE IGN V6?PE?R\VISOR STRUCTURE DESIGN <br />OATE 12/80 OEPARTMENT OF TRANSPORTATION GIRDER SPLICE WELDING DETAILS <br />SUBMITTED <br />DS OW I 2147A (CAOO 4/99) ORIGINAL SCALE IN INCHES CU DISREGAR 0 PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEE T or <br />FOR REDUCED PLANS EARLIER REVISION DATES r <br />0 1 2 EA 0 <br />---------------------------------------------- <br />sp//ce 12 <br />'30 0 '300 4314 <br />Ox <br />yqen culling or <br />g67ldb7g ffiv op/lon <br />4 <br />r <br />r <br />T <br />r <br />Z 0 0 <br />-,0, 3 <br />