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Show FUL;~ ct PENETRATION WELO BRG. ABUT. . (TYP) I PENETRATION FULL:~ WELD ~SHOP FLANGE ./ SPL ICE (TYP) 21 1r7 (TYP) Y I 6" \ ~f-- BEARING STIFFENER:~ (EACH SIDE OF WEB) (TYP AT EACH END ALL GIRDERS) 1'>0 GRIND TO BEAR >- Vl Z o V a: COPE 1" TOP .\ BOT ITYP ALL S T I FFENERS ) R~ OR" ~ > w '" SHOP WEB SPLICES TO BE FULL~ PENETRATION BUTT WELDS . GRIND TO FLUSH SURFACE ON OUTSIDE FACE OF EXTERIOR GIRDER ONLY ~ FULL PENETRATION WELD TYPICAL GIRDER 2 GENERAL STEEL NOTES l' -8" I' 'I 6" 'I 6" .'" l ' -0" f ~*----~;;;;~~~~;;;;;;;;~ ~- '" -:'l" \L(6) l ' -3" x l ' ELASTOMERIC BEARING PAD l.l'B" I'B" THICK STEEL PLATES (TYP) ~, ] , II ~ /x ' -.../...... /---"~~/."""/'---"r, II "/ ~ 7'B'~ 1. USE ANSI/AASHTO/AWS BRIDGE WELDING CODE 01.5 FOR ALL WELDING. WELDER OUALIFICATIONS. PREQUALIFICATION OF WELD DETAILS AND INSPECTION OF WELDS. // 2. THE METHODS OF JOINT PREPARATION FOR WELDING SHOWN ON THE PLANS ARE BASED ON THE USE OF MANUAL SHIELDED METAL-ARC WELDING. THE USE OF THIS OR ANY OTHER WELDING PROCESS WILL BE SATISFACTORY ONLY AFTER THE WELDING PROCEDURE HAS BEEN SUBMITTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. / 0: o a.. z V') 2%0 c <t >-VI ~I ~I ~I o: ::::J_ ...... > 4. DIMENSIONS SHOWN ON THE PLANS ASSUME THE AMBIENT TEMPERATURE (TYP) ELASTOMERIC BEARING PAD DETAIL ..... <t ..... 3. USE MINIMUM SIZE STRENGTH FILLET WELDS REQUIRED BY ANSI/AASHTO/AWS BRIDGE WELDING CODE 01.5 FOR THE THICKNESS OF THE MATERIAL JOINED FOR ALL STRENGTH FILLET WELDS UNLESS OTHERWISE SPECIFIED. DIA WELDED STUD (TYP) - o OF THE GIRDER TO BE 70·F. LENGTH USED IN FABRICATION SHALL BE CORRECTED AT THE RATE OF 0 . 078 PER EACH 100'-0 OF LENGTH FOR EVERY 10'F DIFFERENCE IN TEMPERATURE TO ALLOW FOR EXPANSION AND CONTRACTION. ,' - SHEAR STUD DETAIL 5. FIELD WELDING TO GIRDERS IS NOT PERMITTED. EXCEPT WHERE SPECIFIED OTHERWISE. 6. SEE "OIAPHRAGMS DETAILS" SHEET FOR SHIM ASSEMBLY DETAILS. ct I, 11 I. r '" _'!- '. "0 -1 1 l '-- " PLATE v~"" .J l' I, 1, ..' PLATE TYP AT EACH END 3 ' -0 6" 1 I I, EB I, I , I " " " 3'-0 I 3 ' -0 .~ ~ -I ~ -1 1 SECTION 3'-0 I (4 I DIA HOLES TYP) , " " " ",~ " ~, V ,I I~ J EB EB 3,..' 1 " 10'-0 ELEVATION 1 I 6" I I " f'- - I· ., ~5'8" DIA HIGH STRENGTH BOLT REO'D -,-- .---- ' 1,,;' >- to- BRG. ABUT. " l ' -0 1,." ..... 1.0 1.0 o o I u.. CL~ .1 TjG:. 0: CO ~/TYP AT ~EACH END END VIEW COVER PLATE DETAIL MORGAN (INCIDENTAL TO STRUCTURAL STEEL PAY ITEM) C-969 COUNTY ORG. SHT. NO . 10 OF 25 |
