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I <br />T' <br />i <br />d <br />DIST COU11T1 ROUTE POST MILES —TOTAL PROJECT I I %'[oi T07Yt I I <br />1 1 � <br />N <br />Abutment--, See bent carp deto%ls for reinforcement Bent - .� - Stop transverse slob reinf. when <br />skew is 200 <br />or less. <br />2 /cl *4 /8 '4 <br />t J4A. <br />f <br />I <br />04 bar chairs �P 34 tronsversly I ' 5 & /2 2 /� c/. _ 4 bar <br />- - - distribution steel <br />and 4%Q' f longitudinally <br />BAR CHAIR DETAIL <br />LONG/ TUD/N111 .915C T/ON <br />BAR SP!_ ICE L. ENGTfL <br />Bor Size *4 * 5 # 6 # 7 * 8 -$' J *"'/C �" / l <br />A// bars, except top bars /8" 23" 27" 3?_ ,36 �l 5/ "" 57 "' <br />in spans over 26 <br />• Top boys in spans over 2.6 " 26" ,32" 38" 45" 5 / 58 " 72" 80" <br />R&1VF0RCFMFNT NOTFS <br />Spl%Ces in fop main bars to be locoted near corder of sr rn . <br />Sp/ices in bottom main born to hr locoted near bent. <br />Spocing of all transverse bars is moosured olong roodwoy. <br />Skew 0° to 2.0° Place ol/ trorsversse hors porol/el to bent. <br />Skew over 200 Ploce Irons verse slob bars perpondicular to <br />bridge . See Yrlods- of right and below, <br />Main slab reinforcement <br />Cap stirrups. P/ace <br />perpendicular to I� support. <br />7/777 <br />distribution reinforcement <br />, <br />r . <br />DROPPED CAP <br />Cop reinforcement <br />"4 C' /8 <br />L_ <br />.. <br />Cop stirrups <br />Pace parallel to _ <br />moin slob reinf. <br />Note: View for main span over 24'. <br />Bar p/ocement s%mi/or for spans under 24' <br />Mc <br />reinforc <br />10 <br />Main slab <br />fl�reinforcement <br />f <br />TOP SLAB REINFORCEMENTAT BENT <br />(Skew over 20°) <br />f519 /2 <br />distribution reinforcement <br />Cap reinforcement <br />Cop St%rrU,vS <br />r P/oce parallel to <br />-� main slab reinf. <br />FLUSH CAP <br />BOTTOM SLAB REINFORCEMENT AT BENT <br />(Skew over 20°)PROJECT ENGINEER DATE CHECKED BY DATE SUBMITTED BY DATE ': APPROVAL RECOMMtNDED BY DATE PLAN SCALE III <br />73 73 ye� ��� 3 1 COUNTY OF S A N J OA Q U I N l+/o Scale <br />r <br />Curb and railing not shown <br />611 <br />y.. M 6 I/ s 411 <br />� N ` <br />Tronsverse ' <br />slab reinf. <br />Moln slob rein*/O cone Total 4 . <br />f. --- <br />3/ drip groove 5 <br />EDGE OF SLAB DETAIL <br />CpRRECTIGNS BY <br />NO CHAtdGESr/ <br />DATE /�4 <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 />. <br />t® <br />BRIDGE DEPARTMENT <br />DESIGN SECTION <br />10 / 70 <br />STATE OF CALIFORNIA <br />BUSINESS AND TRANSPORTATION AGENCY <br />DEPARTMENT OF PUBLIC WORKS <br />DIVISION OF HIGHWAYS <br />N <br />D�s1aN � <br />ft"W <br />DETAILS y <br />At..a <br />' � i <br />SLAB REINFORCEMENT DETAILS <br />QUANTITIES M <br />BRIDGE <br />POST I WO <br />SHEET I+ <br />NO. <br />MILE J <br />ICU <br />PROJECT--� <br />1'�I.�IR�100SA ROA D <br />SHEET <br />NO. SHEET$ <br />DRAWING <br />NO.9 <br />¢- <br />M <br />, <br />