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L= 32' L- 32' L= 32' <br />A Span B Span B Span X `.span See sheet # 8 <br />a B Span — Q B Span <br />%, Qc A Span Q p a B Span <br />10 Cont. ® B Span Q <br />a A Span — b A Span -- ® B Span Qa B Span <br />Q p p c B Span Edge of slab <br />- 6 Q � - <br />X <br />Xc Span -�- Xc Xc - Span <br />� p � p = <br />X b Xb �- Ben t-- X b X b -- r <br />Bent <br />Abutment #1 <br />REINFORCEMENT TOP OF SLAB Bent 13 Bent 14 <br />Bent 2 -.. - ------ <br />(D A Span — f B Span ® B Span <br />d S Q <br />®A Span Q B Span # 10 cont. - <br />- eQ A Span — -� B Span - Ed e of slab <br />- 6" g � See sheet 7 -_ <br />Xe <br />- X e - <br />Xf - X e- <br />:-.- <br />_ NOTES: Bent <br />1. For slab details not shown refer to <br />"Slab Reinforcement Details" sheet. REIN FORCMENT— BOTTOM OF SLAB <br />- 2. For slab hinge details, refer to �---�-�- _�.____ ___— ____..��____-- __- <br />- 15/s <br />sheet #9 & #10. <br />L=Length of Span 32'-0" ~ ~ 1 <br />Type of Span A B <br />0.0 5' o = 0.0 2' 0 0 = 0.00' Lt. -0.02' Rt. 0 _ 0.02' Lt. -0.07' Rt. � Size 8 7 � <br />o� <br />_ a a a a 4 a Q 4 LO � Length 51'1" 36'5" <br />d a N N Q N N a N N a Size <br />#8„ 7 <br />�' Len th 20'0 18'0' Reinforcement continuous <br />- g <br />I► +, o O X 9'O„ through joint <br />�:- Q) Q �, b <br />- A Z G M LtJ o 1 Size 7 797 <br />L/4 L/4 L/4 L/4 L/4 L/4 L/4 L/4 L/4 L/4 L/4 L/4 L/4 L/4 L/4 L/4 ~ -0 Length 9'0 SLAB CONSTRUCTION JOINT <br />- s---ti=- - - oW...-.'+---"•'s _t.w"=°"'"-_ svr.— 's--"u°® u= `c--.""°-ku�'� 3—�'��ra' �%_""a--ri.+� �'�—�-c�+�— � � g 1 0 6 <br />E � ° Xo 4'6" 4'6" LONGITUDINAL OR TRANSVERSE <br />4_J U) <br />— m — m — „ Size #8 # joints, if used <br />Q L-32 L =32 L -18 -32 L =17 8 32 4 Q Length 36'2" 35'3" Note. Transverse- <br />c� w Z 0 Size � 8 � 7 <br />to be located at 1 /4 point of <br />Bent 13 14 c� W 4- Length 29'0it 24'0" span and longitudinal point to be - <br />� o g , „ located at edge of traffic lanes <br />CAMBER DIAGRAM Xe 3 6 4 0 unless otherwise permitted by <br />�E o Size # 8 # 6 <br />T AD LOADS „ the Engineer. <br />TOTAL SLAB DEFLECTION DUE 0 DE o Length 21 6 18 0 <br />�, 3e <br />The total deflection will be reached about 4 ears after " €o'21258 °° <br />y falsework removal. F-p.9.30-93 � � Xf 7'6" 7'0" <br />-o <br />For values at time of falsework removal divide those shown by 4. T=Thickness of Slab 17 LIVE LOADING: HS 20-44 and ALTERNATIVE -X <br />The amount of camber for construction will be determined by the Engineer.g _ and PERMIT DESIGN LOAD.Ld <br />-� <br />177 <br />m <br />SHEET TOTAL - <br />- DATE <br />H ET c <br />_ t Y AE DRAWN <br />N D <br />ELL1017 ROA®B DETAILS� � SINEE SATE CHECKED MATE SUEMITTED QATE AP1�RC3vED SATE SLAN®. HET <br />- PAT D[CHUPA 8/3/89 PROJECT ENGINEER <br />-- - - Z q `� , �� COUNTY OF SAN JOAQUIN NO SCALEPROJECT 7 13 Of <br />t�� J. ,� `8 �,�„ �. , s/90 ��� �a MULTI SPAN BRIDGE NO. 1151 <br />F@LE NAME DRAWER . SHEET NO. ACAD <br />\ELUOTBR\SHT7.DWG <br />R4 <br />h , <br />r p. <br />sy <br />Y <br />�$ r - <br />