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Abutments See bent c-op detoils for reinfnrcernent Bent ' 6 "- Stop transverse slob reinf. when <br />skew is 20' or less. <br />�2„cl 0418 <br />*4 bar choirs � 3 ± tronsvers/ _ � ' *5 & /2 � 2 cl. <br />y <br />and 4%2 ' t longitudinally distribution steel <br />LONG/ TUD' liA L SEC TION <br />BAR SPL ICE LENGTH <br />r--- -- 7 - <br />Bor Size 4 5 6� 8 ti . <br />All burs, except top bars l8`� 23"' 27"" 32�" 36" 4i' ` %"57 <br />in spans ovl�r 26 - � <br />Top bars /:,7 spans over 26 ' 26" .32 38" l 45 15 % " ` {��, , , f 0„ <br />REINFORCE -MEN T NOTES.' <br />Splices in top main bons to be located near c.t i l rer of s/>on <br />Splices in bottom main bars to be located near 4hent . <br />Spacing of all transverse bars /s `neosv-ed o/ ng I� roGdwGy. <br />Skew 0' to 200 Place all transverse bars porolle/ to bent <br />Skew over 20' Place transverse .slob bars perpendicular to <br />bridge See (iP1(.11S of right and below. <br />*5 6P 12 1 <br />distribution reinforcement <br />PROJECT ENGINEER DATE <br />/5' � - 4-73 <br />o- - - <br />/horn slob reinforcement <br />DROPPED CAP <br />CHECKED BY <br />ro0G,0 stirrups. Place <br />erpendiculOr to C support. <br />4 11 - —� Nt-- <br />�- <br />24 <br />v4 bar <br />_______ <br />BAR CHAIR DETAIL <br />Cop reinforcement *4 & 18 <br />►n slob <br />orcement <br />Note View for main span over 24 <br />Bor p/ocement simi/or for spans under 24 '. <br />TOP SLAB REINFORCEMENT AT BENT <br />(Skew over 20*) <br />Main slab <br />reinforcemen t - <br />*5 (9 12 <br />distribution reinforcement <br />COP reinforcement <br />COP stirrups <br />P/OCe POrol%l to <br />moire slab reinf. <br />DIST I COUNTY I ROUTE POST MILES TOTAL PROJECT I •"N11T I To .l <br />O S.19 TS <br />Curb and roiling not shown <br />6// 6"' 6„ 6N <br />Tronsverse <br />slob reinf. <br />* /0 cont TOto/ 4 <br />Moira slob reinf ---+ �� . <br />3/ drip groove 5; <br />AS BUILT <br />CORRECTIONS BY <br />NO CHANGES - <br />DATE �174 <br />GENERAL NOTES <br />DESIGN; A.A.S.H.O. dated 1969 with revisions and as supplemented <br />by BRIDGE PLANNING AND DESIGN MANUAL. <br />LIVE LOADING; HS20-44 and alternative <br />REINFORCED CONCRETE; fs = 24,000 psi, except <br />= 20,000 psi in stirrups <br />fc = 1,300 psi <br />n = 10 <br />3RIDCE DQARTUM STATE OF CALIFORNIA <br />DESIGN SECTION ' 0 / 70 BUSINESS AND TRANSPORTATION AGENCY <br />FLUSH CAP OE PARTMENT OF PUBLIC WORKS <br />DIVISION OF HIGHWAYS <br />Section V t <br />DESIGN A' <br />a <br />BOTTOM SLAB REINFORCEMENT AT BENT DETAILS or M <br />N ORCEM ENT DETAILS <br />(Skew over 20*) <br />DATE SUBMITTED BY DATE APPROVAL RECOMMENDED BY DATE <br />SLAB REI F <br />QUANTITIES 4 SHEET <br />BRIDGE POST WO <br />On" ' NO. MILE CU <br />PLAN SCALE III = PROJECT ���/,oQsq ROAfl SHEET <br />SHEETS <br />COUNTY OF SAN JOAQU I N No Scale DRAWING NO. -39 �.� <br />d�/DGZ' /I/o. /3/ 9 <br />