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Abutment -� See bent crap details for reinforcement 6 "-Stop transverse slob reinf. when <br />� Bent skew is 20, <br />or less. <br />2 // cl 04 & /8 <br />/.\. i. <br />I l � <br />I <br />- ` I/A.- <br />�--05 & /2 12114bar chairs � ± distribution steel3 tronsversly c% <br />and 4%2' t longitudinally <br />�- - - " <br />LONG/TUD/IVAL SECT/ON <br />BAR SPL ICE L ENGTH <br />Bar Site *4 *5 *6 * 7 * 8 *9 -*/0 <br />A// bars., except top bars /81 <br />/ 2 " 27" 4 „ " <br />In spans over 26' 3 32 36 / 5/ 57 <br />Top bars in spans over 26' 26" 32"' 381' 45"" 5/ "' 58"' 72" 80" <br />REINFORCEMENT NOTES <br />Sp/ices in top main burs to be located near center of span . <br />Splices in bottom main bars to be located near bent. <br />Spacing of a// transverse bars is measured along 1E roadway. <br />Skew 0 ° to 20 ° Place a// transverse bars parallel to bent. <br />Skew over 200 Place transverse slob bars perpendicular to <br />bridge. See details at right and below. <br />Main slob reinforcement <br />I - � _ <br />Cod reinArno ment <br />11 f4„ <br />2� �J <br />bar <br />BAR CHAIR DETAIL <br />�'4&/8 <br />- Main slab <br />reinforcement <br />Cap stirrups <br />Race poral/e/ to <br />main $lab reinf <br />Note: View for main span over 24'. <br />Bar placement similar for spons under 24 <br />• TOP SLAB REINFORCEMENT A T BENT <br />• , (Skew over 20V <br />Cop Stirrups. P/ace <br />perpendicular to i support. <br />l� <br />*5 & /2 <br />distribution reinforcement <br />reinforcemenJ� <br />DROPPED CAP <br />'*5 (1I2 <br />distribution reinforcement <br />Cap reinforcement <br />Cop stirrups <br />r Placeparallel to <br />--�- main slab reinf. <br />BOTTOM SLAB REINFORCEMENT AT BENT, <br />(Skew over 20V . <br />PROJECT ENGINEER DATE CHECKED BY DATE SUBMITTED BY DATE APPROVAL RECOMMENDED BY DATE <br />-// 7 S' / a <br />COUNTY 'OF SAN JOAQU I N <br />MICROFILMED <br />,Jul- 51918 <br />PLAN SCALE I11 = <br />NONE <br />DIST COUNTY ROUTE ►OST MILES —TOTAL IRO)ECT I tMttT Tout <br />I I NO •Mttt� <br />I I <br />Curb and railing not shown <br />// r I/ N <br />-0 -I -.a---i 6 -I 6 -I - 2 "cl. <br />Transverse I • I <br />slab reinf. <br />Main slob reinf. <br />--`/0 coot. rota/ 4 . <br />3/ // drip groove 5 /� <br />EDGE OF SLAB DETAIL <br />. <br />BRIDE[ DVAR'TMENT <br />DESIGN SECTION <br />S•aon <br />upwv6w <br />Dt114N of <br />DETAILS to <br />Cbwbd <br />QUANTITIES If <br />cbs" <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 />A S B UILT <br />CORRECTIONS BY - --.. <br />NO 'CHANO <br />- o <br />DATA <br />STATE OF CALIFORNIA <br />F10 <br />70 <br />BUSINESS AND TRANSPORTATION AGENCY <br />DEPARTMENT OF PUBLIC WORKS <br />DIVISION OF HIGHWAYS <br />r q <br />SLAB REINFORCEMENT DETAILS <br />BRIDGE POST gyp SHEET or <br />N0. MILE CU . <br />TOTAL <br />PROJECT - FINE 'ROAD , j Ff SHEET <br />SHEETS <br />DRAWING NO. BRIDGE NOS.1195 1198 /6 26 <br />STATE NOS. 29C-228, 29C-229 I ' <br />