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_ <br />Abutments See bent cap details for reinforcement 6 ~- Stop trans verse slab romf when <br />Bent skew is 200 or less. <br />l <br />2 /, cl #4 /8 <br />- ` I & 5l2 12„ <br />4 bar chairs 69 3 ± tronsverdistribution steel <br />sly c/ <br />and 4%2 ' f longitudinally <br />�- - � - � <br />l <br />LONG/TUD/NAL SEC VON <br />BAR SPL ICE LENGTH <br />Bar Size #4 #5 #6 # 7 # 8 *9 #/0 #// <br />A// bars, except top bars 23" 28" 34" 39" 45" 68/' 76" 8,5// <br />in spans over 26' <br />Top bars in spons over 2e 23" 9-8/' 34 // 53" 60/77" 97" 120" <br />REINFORCEMENT NOTES <br />Sp/ices in top man burs to be located near center of spun . <br />Splices in bottom main bars to be located near bent. <br />Spacing of a// transverse bars is measured along C roadway. <br />Skew 0° to 20' Place a// transverse bars parallel to bent. <br />Skew over 20° Place transverse slab bars perpendicular to <br />bridge. See details at right and below. <br />iP/oce <br />to C su, <br />#5 <br />disc <br />..- r n no in mw n i <br />"Tj # . . - - T4 <br />bar <br />BAR CHAR DETAIL <br />"4 Cr /8 <br />on <br />r <br />Moin slob <br />reinforcement <br />Cap stirrups <br />Place parallel to X - �- <br />main slob reinf. - - y_ <br />Note: View for main spon over 24 <br />Bor plocement similar for spons under 24 <br />TOP SLAB REINFORCEMENT A T ,BENT <br />(Skew aver 20 °) . <br />I <br />Mc <br />reinforc <br />'05 eq /2 <br />distribution reinforcement <br />Cap reinforcement <br />Cop stirrups <br />-�Place parallel to <br />main slab reinf. <br />- ,_ -- - --� �-- - <br />Curb and railing not shown <br />6" 6" 6" 6" <br />ss- a of a C/. <br />Transverse <br />slab reinf. - - - <br />•� - -�- */0 coot. Total 4. <br />Main slob reinf. - - <br />3/ drip groove 5 <br />EDGE OF SLAB DETAIL <br />I, <br />GENERAL NOTES <br />DESIGN; A . A . S . H . 0 . dated 1973 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 />= a20,000 psi in stirrups <br />fc = 1,300 psi <br />n = 10 <br />z <br />AV <br />SRiD6E DrrAR`i M 51A1E OF CALIFORNIA <br />DESIGN SECTION 10/ 70 BUSINESS AND NTOF PUBLIC <br />AGENCY <br />FLUSH CAP DEPARTMENT OF PUBLIC WORKS t <br />DIVISION OF HIGHWAYS <br />x ' •k . : G ; , , , Section DATE OF RE //S/" <br />ROPP D CA <br />Si>b. <br />OAy /97/ <br />J6//,Z DESIGN >k FfB /97S <br />BOTTOM SLAB REINFORCEMENT AT BENT <br />SLAB REINFORCEMENT DETAILS. <br />- (Skew Over 20°) OUANTITIrs of <br />� fie <br />U.II,..I _ :i ,. , _. _ _ _ ,. - - i...i .,i ii Sul i i. _ Pi _._ i_ _ _ -_ _ •. _ - - , _ _ <br />i, <br />, <br />k� <br />PROJECT ENGINEER ( DATE CHECKED BY DATE S,t1BMITTED BY DATE APPROVAL RECOMMENDED BY DATE PROJECT ALPINE RD. N - SHEET TOTAL <br />COUNTY O F SA N J OA U I N _ CONIC. sTR. 19Ts <br />3176U'k <br />- N0. SHEETS <br />,FW, 3/76 ",16 �Z4; % <br />DRAWING NO. BRIDGE N0. 1039 12 13 <br />_ STATE NO. 29C-207 <br />} p [} <br />1 <br />I <br />