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I DIST I COUNTY ROUTE POST MILES -TOTAL PROJECT I S EET S�E., AL <br />No I ETf <br />I € <br />� Abutment` See bent c`C]' det®i/s far reinP�rcernent -� � "- Stop transverse slob reinf. When <br />p Bent skew is 20 or less. <br />I2" c/ *4 /8 <br />I <br />� '¢ tr nsv rs/ , „ c/. <br />4 bar choirs c �3 ® a e y = - distribution etas/ <br />and 4%' ��' longitudinally <br />BAR SPL ICE L ENCrH <br />Bar Sipe *4 *5 *6 * % * 8 -*9 -*/0 *// <br />A// bars, except top bars /8°' 23" 27" 32" 36" 4/" 5/" 57" <br />in spans over 26 " <br />top bars in spans over 26' 26~ 32" 38°" 45" .5/" 58" 72" 80" <br />RE/NFORCE•ME•N r NO rE•S <br />Sp/ices in top 177ain bars to be located near center of span . <br />Sp/ices in bottom rnoin bars to be located near bent . <br />Spacing of al/ transverse bars is measured along C roadway. <br />Skeet 0 ® to 20 ° Place al/ transverse bars parallel to bent. <br />Skew over 20° Place transverse slob bars perpendicular to <br />bridge. See details at right and below . <br />*5 9 /2 1 <br />distribution re®nforceinent - <br />i <br />- i <br />DROPPED CAP <br />.�� . r <br />PROJECT ENGINEER DATE CHECKED BY <br />i <br />° <br />t <br />- --- -- <br />Main slab reinforcement <br />7DATE <br />17 -72- <br />,Cap stirrups. Ploce <br />perpendicular to 4E support. <br />/ <br />Cap reinforrcoment <br />411 <br />0�. <br />C14 <br />^"44 bar <br />BAR CHAIR D AI L <br />4 69 /8 <br />Cap stirrups <br />Pace parallel to <br />main slob reinf <br />Note: Vier 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 REINFORCEMENT A i BENT <br />(Skew over 20 °) <br />1�5 Cq /2 <br />distribution reinforcement <br />Cap reinforcement <br />Cop stirrups <br />Place parallel to <br />main slob reinf. <br />0 <br />Bar Tam SLAB REINPaRCEMENT AT <br />; <br />(Skew over 20d) _ <br />1 �' a <br />Y DATE Y <br />MEND ED ® i <br />SUBMITTED BY DATE APPROVAL REc PLAN S .. L <br />r COU NTY OF SAN J OAQ U I N <br />Curb and railing not shorn <br />�6" 6M 6 <br />Transverse . <br />slab reinf. \ <br />cone rota/ 4 . <br />Main slab reinf <br />31 drip groove 5 <br />it <br />EDGE OF SLAB DETAIL <br />AS <br />CORRECTIONS BY---) <br />NO CHANGE <br />DATE <br />GENERAL NOTES <br />DESIGN; A.A.S.H.0. 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 />STATE NO. 29C-254 <br />r" <br />