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Curb and railing not shown <br />� See Abutment details for reinf, Bent <br />6"- Stop transverse slab reinf, 6" 6" 6" 6" <br />See Bent Cap details for reinf, (� Transverse-- 2"cl, <br />� Abutment � when skew is 20o or less 4 l� <br />slab reinf. <br />2" clear 21/4, - <br />II <br />#4 @ 18 � <br />2 � r <br />- - - � #10 cont, <br />® �► <br />total 4 <br />1 <br />4 #4 bar Main slab reinf, <br />11/" clear � <br />-� - 3 2 ear � 3 /1 drip groove <br />#5 Distribution Steel ® 12" #4 bar chairs @ 3' ± transversely <br />- - and 41/2' ± longitudinally EDGE OF SLAB DETAIL <br />BAR CHAIR DETAIL �-- <br />LONGITUDINAL SECTION <br />-Cap reinforcement <br />#4 @ 18 <br />. Main slab <br />reinforcement <br />i <br />i <br />Cap <br />place <br />main <br />Note; <br />DRAWN BY DATE <br />PAT DICHUPA 8/89 <br />view r ur' riutrt 5puii uvkfr- <br />Bar placement similar f or <br />spans under 24' <br />F_t <br />I'OP SLAB REWFORCEMENT AT BENT <br />reinf orcement <br />Place parallel <br />reinf, and space <br />ent <br />Main slab <br />reinf orcement <br />--1- . ,e►nf orcement <br />SLUSH CAP <br />BOTTOM SLAB REINFC]RCEMENT AT <br />PROJECT ENGINEER DATE CHECKED <br />AUc-rvM <br />FILE NAME DRAWER SHEET NO.- ACAD <br />D. ,3 `EU10TBK\jSRTT 1 ZWG <br />i-1 =___ __ <br />DATE SUBMITTED DATE I APPROVED <br />4 <br />DATE <br />s/ COUNTY OF SAN JOAQUIN <br />BAR SPLICE LENGTH <br />Bar Size #4 #5 46 47 <br />All bars, except top bars <br />in spans over 24' <br />Top bars in spans over 24' <br />#8 #9 #10 #11 <br />23" 28" 34" 39" 45" 68" 76" 85" <br />23" 28" 34" 53" 60" 77" 97" 120" <br />REINFORCEMENT NOTES; <br />Splices in top main bars to be located near center of span, <br />Splices in bottom main bars to be located near bent. <br />Spacing of all transverse bars is measured along CL roadway, <br />Skew 0° to 20° Place all transverse bars parallel to bent. <br />Skew over 20° Place transverse slab bars perpendicular to <br />C _ bridge, See details at right and below, <br />GENERAL NOTES <br />LOAD FACTOR DESIGN <br />DESIGN; BRIDGE DESIGN SPECIFICATIONS <br />(1983 AASHTO with Interims and Revisions by CALTRANS) <br />DEAD LOAD-. Includes 35 psf for future wearing surface, <br />° = = LIVE LOADING; HS20-44 and alternative and permit design load, <br />REINFORCED CONCRETES fy = 60,000 psi <br />21258 ; fC 3,250 psi <br />;, oe093' <br />�y . -y <br />-1J1 <br />Z <br />-c <br />v <br />, <br />2 - <br />A� <br />