Laserfiche WebLink
Q0 <br />op N <br />� See Abutment details for reinf. Bent <br />Abutment See Bent Cap details for reinf. <br />2" clear <br />#4 ® 18 <br />. . . . . . a-0 • . . O u V <br />#5 Distribution Steel @12" 11/2 clear <br />#4 bar chairs 4 3' + transversely <br />(Typical) —= and 4 1/2' + longitudinally <br />LONGITUDINAL SECTION <br />BAR SPLICE LENGTH <br />Bar Size #4 #5 #6 #7 #8 #9 #10 #11 <br />All bars, except top bars 23" 28 34 39 45 68" 76 85" <br />in spans over 24' <br />Top bars in spans over 24' 23 28" 34' 53 60" 77 97 120' <br />REINFORCEMENT NOTES: <br />Splices in <br />top <br />main bars to be located near center of span. <br />Splices in <br />bottom main bars to be located <br />near bent. <br />Spacing of <br />all <br />transverse bars is measured <br />along � roadway. <br />Skew 0° to <br />20° <br />Place all transverse bars <br />parallel to bent. <br />Skew over <br />20° <br />Place transverse slab bars <br />perpendicular to <br />q bridge. See <br />details at right and below. <br />U <br />It1 )) 1] 4 <br />2 Y2—� �— j <br />fA4 bar <br />BAR CHAIR DETAIL <br />Curb and railing not shown <br />6" 6" 6" 6" <br />Transverse 2" cl. <br />slab reinf. <br />#10 cont. <br />total 4 <br />Main slab reinf. <br />5" <br />3A drip groove <br />EDGE OF SLAB DETAIL <br />�14 ii IIIIIq <br />III <br />t� <br />Corrections By. <br />No C ha nges 8y <br />Date <br />Any Person lasing This Drawin SWAMMILd <br />All Information By Insp►ectig TVMS <br />lent <br />#5 @ 12 distribution <br />reinforcement <br />i-- Cap stirrups. Place <br />perpendicular to <br />support. <br />u <br />DROPPED CAP <br />BOTTOM SLAB REINFORCEMENT AT BENT <br />DRAWN BY DATE <br />J.C. White 7/9/90 PROJECT ENGINEER DATE CHECKED DATE SUBMITTED <br />FILE NAME DRAWER SHEET NO. ACAD <br />D:\Liveoak\slab2 <br />Cap reinforcement #4 @ 18 <br />Main slab <br />reinforcement <br />\\� <br />q L.L L . d.—.."A,... . r _ <br />Cap stirrups, <br />1. <br />place perpendicular......., <br />to support. <br />TOP SLAB REINFORCEMENT AT BENT <br />DATE APPWYED DATE COUNTY OF SAN JOAQUIN <br /># 7 tota 1 7 — <br />d- � <br />.�. E <br />2" Clear <br />SECTION C--C <br />2" Clear Top of Deck <br />A <br />cV <br />A <br />a <br />.Q <br />1 <br />(n <br />F <br />y <br />0 <br />En <br />N <br />LO <br />" <br />i 6 <br />CAST -IN -DRILLED HOLE <br />CONCRETE PILE <br />SLAB REINFORCEMENT & <br />PILES DETAILS <br />NOTES: <br />1. Design service level loading is 45 tons <br />or less as noted. <br />2. Maximum size of aggregate is 1". <br />3. No splices allowed in the longitudinal <br />reinforcement within the "clear height" <br />or within 10' below the ground line <br />t; <br />�v No,11258 <br />Exp 9 30 93 <br />\'R �• ,�j n� F <br />6 <br />Z <br />x <br />w <br />0 <br />Z <br />w <br />J <br />l% <br />LIVE OAK RD. BR. 29C--300 SNo SHOEETS <br />PROJECT <br />Across Pixley Creek 6 g <br />t <br />