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�E Abutment, See bent cap details for rein/brceinent 6 "-Stop transverse slab reinf. when <br />� Bent skew is 201 <br />or less. <br />1 <br />2" c% r'4 /8if <br />r <br />• 1 • • • • • • /• • \ • • /• • • • �� \JI • • /� •\/L t • • <br />� I <br />44 r chairs '± tr n v r �,; _ � _ ��� �'5 � I2 2" c/. <br />bar c a s� 3_ a s e sly distribution steel <br />1 and 4%2' f longitudinally <br />LONG/TUD/NAL SECT/ON <br />BAR SPL ICE L ENGTH <br />Bar Size *4 *5 *6 7 * 8 *9 */O <br />A// bars., except top bons /8it <br />2X 27 M 32" 36" 4111 5/ "" 57 " <br />in spans over 26" <br />Top bars in spans over 26" 26" 32" 381" 45" 51 " 58" 72" 801 <br />' <br />REINFORCEMENT NOTES <br />Sp/ices in top main bars to be located near center of span . <br />Sp/ices in bottom moin bars to be located near bent . <br />Spacing of a// transverse bars is measured along C roadway. <br />Skew 0,0 to 20 ° Place a// transverse bars parallel to bent. <br />Skew over 201 Place transverse slab bars perpendicular to <br />bridge. See details at right and below. <br />*5 (d /2 <br />distribution reinforcement <br />Main slab reinforcement <br />DROPPED CAP <br />PROJECT ENGINEER DATE CHECKED BY <br />A. B/e vi4.s 6 - /3 <br />__.-. IL. N - riVtit Wittl NU, <br />Cop stirrups. P/ace <br />perpendicular to 4E support. <br />r'nn rAinlnrnomRni <br />4 "1- R. fj411 <br />f <br />-- W4 bor <br />BAR CHAIR DETA/L <br />C 4&18 <br />Cop stirrups <br />s <br />Race parallel to - <br />main slob reinf <br />Note: View for main span over 24 <br />Bar placement similar for spans under 24 <br />Mc <br />reinfon <br />- Main slab <br />reinforcement <br />TOP SLAB RE/NFORCEME/VT AT BENT <br />(Skew over 201 <br />:�5 (a /2 <br />distribution reinforcement <br />�. Cop reinforcement <br />Cop stirrups <br />P/ace parallel to <br />-•- main slab reinf. <br />FLUSH CAP <br />I <br />GIST COUNTT ROUTE POST MILES --TOTAL PROJECT I :"«� to��► <br />I MO I SAWS <br />I I I <br />d <br />4 <br />4 � <br />Curb and railing not shown <br />T-_ �- 2"cl. <br />Transverse <br />slab reinf. <br />Moira slab reinf. <br />• .-• •�•: -*/0 cone Total 4 . <br />3/ "drip groove 5' <br />BOTTOM SLAB REINFORCEMENT AT BENT <br />(Skew over 20°J <br />DATE SUBMITTED BY DATE APPROVAL RECOMMENDED BY DATE PLAN-._-SCALE-_*._NONE <br />__. <br />COUNTY OF SAN JOAQU I N <br />y <br />EDGE OF SLAB DETAIL, <br />I1RfDC19 DEPARTMENT <br />DESIGN SECTION <br />S• -do" <br />DESIGN y <br />C71•�•1 <br />DETAILS 4 <br />QUANTITIts It <br />08" <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 />AS BUILT <br />CORRECTIONS BY <br />NO CHANGES D.. <br />DATE 6 76 - X <br />STATE OF CALIFORNIA <br />10, �0 BUSINESS AND TRANSPORTATION AGENCY <br />DEPARTMENT OF PUBLIC WORKS 4 <br />DIVISION OF HIGHWAYS <br />SLAB REINFORCEMENT DETAILS_ <br />BRIDGE POST WO SHEET OP <br />NO. MILE CU i <br />PROJECT CONCRETE STRUCTURES 1974 SHEET TOTAL <br />NO. SHEETS a <br />DRAWING NO. BRANDT ROAD BRIDGE N0.1026 6- 9 <br />STATE NO. 29C-256 <br />F <br />