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L= = <br />E Span ©� _. _ - E- Span - - -- <br />__ cant. — - _.- <br />_ `/0 cons. _ . - _. _ Edge of slab.- <br />F <br />- I <br />1 <br />- --- E Span ' �� Xr, :'oon <br />,t(b ®--- E Pier , <br />REINFORCEMENT -TOP OF SLAB Abutment <br />E Abutment .. <br />__ (0cont. *10 cont. 6" Edge of siab <br />' IF <br />` i <br />IF <br />Xe }J Xe , <br />- - - !If- Pier <br />REINFORCEMENT- BOTTOM OF SLAB <br />NOTES <br />For slab details not shown refer to N,Slab Reinforcement Details - sheet. <br />�2 Abutment -,'I Pier <br />�2„cl <br />�04 bar chairs 9 3 _ transversly distribution steel <br />and 4%2' * longitudinally i_�\-pier Woll <br />W <br />LONGITUDINAL SECTION <br />lei /, Nbte: transverse joints, if used, to <br />be located at % point of span <br />and longitudinal joint to be <br />4 located at edge of traffic lanes <br />unless otherwise permitted by the <br />Engineer. <br />Reinforcement continuous through joint. <br />L ®NGI - 11 DI NA L OR TRA NS V ER SSE <br />SLI.A.8 CONSTR,UCTIONJOINT <br />Y [ <br />I 1 j <br />� I n <br />fr <br />I <br />I <br />f ` <br />P <br />k <br />I 7 i 44 <br />� t <br />r .. <br />i <br />I �I' I I <br />i 5189 <br />4-3.1 <br />its r f VV L k ? { <br />1 <br />Gas <br />y <br />i <br />L=Length of `Span 30' <br />0o Size <br />#8 <br />_C)l <br />Length <br />7/ = 2" <br />o <br />i Size <br />48 <br />.v° Length <br />/8LO <br />l� <br />® <br />. O Xb <br />I fJ <br />.9 - 0 <br />i Size <br />'8 <br />Length <br />9'- 0" <br />1 <br />O /\VC <br />4� 6" <br />� <br />Size <br />oLen <br />48 <br />-4) gth <br />68' 3" <br />* <br />L Size <br />8 <br />Length <br />24 =6" <br />� Xe <br />510 <br />S%Ze <br />7 <br />o <br />op <br />�° Length <br />l70" <br />S )(If <br />9,� o„ <br />T= Thickness of slab I6" 4 <br />12 <br />sfee �Spaciijg - <br />4„ <br />U4// <br />4 / 4 bar <br />- BAR CHAIR DETAIL <br />Curb and railing not shown <br />1.66r 6'1 6N <br />Transverse <br />slab reinf. <br />*/O cant. Tots/ 4 <br />Maim slab reinf. <br />'5/ °'drip groove <br />EDGE OF SLAB DETAIL <br />t� I <br />t <br />(� Y <br />, <br />a f. p <br />4 <br />. F e &; r. uV•=. it ' i_ - ' <br />11 <br />E. <br />Q SCALE:NONE <br />A = 0.04' 'L = 0. 04' <br />Iq <br />L /4 <br />ZVI <br />L (L L <br />AW <br />TOTAL SLAB DEFLECTION DUE TO DEAD LOADS <br />7-he total deflection mill be reached about 4 years after <br />false2work removal. For values at time of falsework removal <br />divide those shown by 4. <br />The amount of camber for construction will be determined <br />by the Enggineer. <br />iAV <br />Bar Size <br />`4 #5 06 % * S *9 `/0 <br />A// bars, except top bars <br />23" 2 8o' 34" 3911 45" 6811. 76" 85.1 <br />in spc►ns over 26' <br />Top bars in suns over 26' <br />_ <br />23" 28" _34" 53'" 60" 77„� 97" /20`, <br />RE/NFORCEMENT NOTES <br />Sp/ices in top /Hain burs to be located near center of span . <br />Splicer in bottom main bars, to be located near bent . <br />Spacing of a// transverse <br />bars is measured along C roadway. R <br />Skew 0 ® to 20 ® Place <br />all transverse bars parallel to bent. <br />Skew over 200 Place <br />transverse slab bars perpendicular to <br />' bridge. See details at right and below. <br />A <br />it <br />By <br />Any Persort Usj4i,g This Drawing <br />I <br />SLAB R E I'w`' {ram <br />1'1 R y �/ <br />N�EN <br />DE�AIS <br />T•RACY BLVD. <br />BRIDGE NO. 1692 <br />STATE BRIDGE NO. 29C-320 <br />