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k <br />"'MF <br />Abutinent—Ai See bent cap details for reln6rcelmnt Bent Stop transverse slab reinf when <br />Skew is 20'0 or less. <br />2 C/ .04 18 <br />04 bar chairs c9 .3'-'± transversly a <br />f I distribution steel <br />and 4V2 �t longitudinally <br />L ONGI TUDINA L SEC RON <br />BAR SPL ICE LENGTH <br />Bar size -*4 4*5 1 `5 `7 `8 -49 `/0 <br />All bars, except top bars 85 <br />In spans over 26 2,5"' 28'* 34"' 39" 45" 68". 761 <br />7o-p bars in spans over 26' 2,3' 28" 34 " 53" 60" 77" 97"' 12�O"' <br />REINFORCEMEN T NO rES <br />Splices In top maln bars to be located neGr center of spGn. <br />Splices In bottom 1nqz;7 bars to'be located near bent. <br />Spac�;Ig of a// transverse bars Is measured along !� roadway. <br />Skew 0' to 20* Place a// transverse bars parallel to bent. <br />Skew over 20' Place transverse slab bars perpendicular to <br />�E brldge. See details at right and below, <br />Cap 1,-�einfcrcewenl <br />;4 <br />tar <br />BAR CRAIR DEMIL <br />-Main slob <br />mInforce"ent <br />7 <br />ca'o <br />Pace parallel to <br />maln slab roxf <br />Note: View for maln span over 24' * <br />Bar placement s1mllar for spans under 24 <br />rOP SLAB I?EINFORCEIVENr A_r_8ENr <br />(81rew Over 20V <br />A <br />4 <br />Curb andrailing not shown <br />6 <br />rransverse __0 0 0 <br />slab reinf <br />-*/0 cont rotal. 4 . <br />Main slab teinf. <br />414"drlp groove <br />C-06 E OF A A 8 DEMIL <br />GENERAL NOTES <br />DESIGN; A.A.S.H.O. dated 1973 vvith revisions and as supplemented <br />by BRIDGE PLANNING AND DESIGN MANUAL. <br />distribution reinforce/776171 <br />LIVE LOADING; HS20-44 and alternative <br />REINFORCED CONCRETE­1� f -- =?4,000 psi, except <br />_�i <br />o reinforcement �r �0,000 Psi in stirrups <br />f -1,300 P�s i <br />cop slirrups --c <br />P/ace parolVel to n 10 <br />main S/67b fej;j�/. <br />-J, <br />rA S ou I <br />CORRIE MONS BY <br />Main slab <br />HANGE:-S 0? <br />reinforcemen NO C. <br />DATE . ..... <br />EF <br />STATE OF CALIFORNIA <br />ZRIDGE DILFARTMENT <br />BUSINESS AND TRANSPORTATION AGENCY <br />DESIGN SECTION 10/70 DEPARTMENT OF PUBLIC WORKS f <br />FL U.SH CAP DIVISION OF HIGHWAYS <br />DA 7-,f 0,C_ R,!5 141-flaIll <br />MAY -1,1971 <br />C <br />DESIGN M1 <br />ORTAILS rq <br />6orroiv, sLA8 1?E1Nro1?cnvENr ATWENr <br />SLAB REINFORCEMENT- DETAILS <br />Me* �Oyer "e- 0 <br />jk, -4, <br />A <br />4 <br />MEN NP& <br />E_�Ml M10 <br />SHEET TOTAL <br />]PROJECT ELLIOTT ROAD BR. 1157 NO. SHEET$ <br />CHECKED BY DAT E 8,UBMITTED BY DATE APPROVAL RECOMMMtD 6Y DATE <br />PROJECT ENGINEER DATE <br />7 PLAN SOLE I <br />7 COU NTY OF SAN JOAQUIN <br />711 <br />4/7/ 7/9-77 <br />,']',I)RAWING','N0 <br />STATENO. 29C-230 <br />iU.' NANF. <br />1_�LLTNQ <br />5P (2:0) <br />