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ilirlr vl�7. TWf-r L4 <br />4rf7 <br />•- <br />• <br />I <br />wT7%0� -1 -If- 1� %;� T" <br />W. ', Q`;;P1 , <br />A' C <br />V. <br />r `vat <br />Curb and railing not shown <br />6'1 <br />Abutment Stop transverse slab reinf, when <br />See bent (.Vp details for reinforcenvInt 8ent <br />skew is 20, or /ess. <br />04 /8 4" 6" 6 6 <br />9 6@ A6 & <br />j4 <br />2 C/. <br />12"Cl. slab Minf. <br />-04 bar chairs 119 .3'--,A. transversl 0 12 4 bar <br />y 0­9 9 0 <br />and 4��g't longitudinally distribution steel -*/0 cont rotol 4. <br />_ql vidinally Main slab reinf. — <br />Lj 31411drlO groove '5 <br />BAR CHAIR DEMIL <br />EDGE OF SLAB DErAIL <br />L ONGI WDINA L SECT/ON, <br />ZI, <br />7h <br />-�4 18 Cap reinforcement <br />A, <br />Main slab <br />reinforcement <br />BAR SPL ICE L ENGrH <br />Bar 15460 *4 - *5 *6 7 8 *9 */0 <br />NX <br />All bars N Nil except top bars <br />68' 7 <br />23" 28"34" 39"" 45" 611 85 11 <br />in, spans over 26 <br />NI 'N <br />N %Nil kv <br />60" 77" 91"120"' <br />rOP bars In .5,06'ns Over 26 23" 28" 34"' 53" <br />Cop stirrups <br />REINFORCEMENT NOTES Race parallel to, <br />MGI�? slob rel& <br />Sp/ices in too Ine7in bars to be located near center of spun N N N 11'N N X <br />Sp/ices in bottom moire born: to be located near bent. <br />- Note: View for mabn span over 24 . <br />_4 <br />Spacing of o// transverse bars Is measured along �E roadway. Bar placement similar for spans under 24' <br />Skew 0 * to 20 Place a// transve? qq born parallel to bent. <br />4r_ <br />Skew over 20" Place transverse slab bars perpend/culdr to <br />TOP SLAB REINFORCEMENT A r BENT <br />bridge. See details at right and below. <br />(Skew over 20'0) <br />_0 <br />distribution reinforcement <br />Cap reinforcement <br />4 -R' "W�� Cop stirrups <br />Place pof-011,41 to <br />main slob relhf. <br />RECORD AWING <br />D K <br />Corrections By <br />Main slab NoChangesBy <br />reinforcement <br />Date <br />Any Person Using This Drawin ould V,66, <br />All Inform'afion By Inspeaq I qj Wow: <br />STATE OF CALIFORNIA <br />BRIDGE DEPARTMENT <br />BUSINESS AND TRANSPORTATION AGENCY <br />DESIGN SECTION 10/70 DEPARTMENT OF PUBLIC WORKS <br />DIVISION OF HIGHWAYS <br />► FLUSH CAP <br />Sftflon <br />'DATE 0,C RE VZVOW <br />;rRMA Y 1,/9 71 E E r <br />1,976 <br />BRIDCE, NO. 1061 <br />ORTAILS <br />BOTTOM SLAB T AT BENT <br />CbWW <br />SLAB REINFORCEMENT DETAINS t,, <br />over zoo <br />QUANTIT190 tr •A* <br />DATE APP VAL W <br />SHEET TOTAL,-" <br />PROJECT <br />0 6y PLAN ALE W1 D LeN IV 6 SHEET$ <br />R D BY-- E* R6 <br />Phk)JECT ENGINge, MATE- C K, ED By DA it <br />N SC <br />NO <br />COUNTY-OF-SAN JOAQUIN't <br />-3 101,e /4 �y - <br />-3 a <br />DRAWING NO. STATE NO. 29C-210 7 <br />dr \0 <br />i4z <br />7b <br />dye <br />