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s <br />r <br />r <br />Span <br />�_ Abutment <br />® cont, <br />0 <br />0 <br />I <br />L= 16' <br />E Span <br />O <br />fo <br />r <br />r <br />r <br />Abutment <br />O <br />L = 16' <br />E Span <br />Edge of slalo <br />Span <br />X \— � Bent <br />b <br />REINFORCEMENT —TOP OF SLAB <br />EG <br />Edge of slalo �f <br />-� X f NO—CX f �► <br />Bent <br />REINFORCEMENT -BOTTOM OF SLAB <br />NOTES <br />For slab details not shown refer to <br />"Slab Reinforcement Details" sheet. <br />z <br />O <br />3 . DRAWN BY DATE <br />U <br />J.C. WHITE 7/12/90 PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE AP DROVED <br />%13113 10) <br />FILE NAME DRAWER SHEET No. ACAD <br />D:\LIVEOAK\SLAB2S <br />0 <br /># 10 cunt, <br />r� <br />Abutment <br /># 10 cont, <br />i� <br />1 <br />�- Abutment <br />Corrections By - <br />No Changes By <br />Date <br />Any Person Using This Drawing ShWid f* <br />g Inspecting The Site Of <br />All Informationy pe 8 <br />D �J COUNTY OF <br />­ ­ 1-1 <br />L=Length of Span 16' <br />L Size #7 <br />d Length 39'-8" <br />dU, Size #7 <br />Length 13'-0" <br />z ° O xb 6'-6" <br />L'J o L Size #7 <br />W ~ _Q Length 7—0" <br />U O X, 3, — 6» <br />U) Size #7 <br />LL. d �� Length 39'-5" <br />z <br />H U, Size #7 <br />W o Length 15'-0" <br />LL £ O Xe 2, — 0„ <br />-+-> Size #7 <br />o Length 11'-0" <br />Pq o Xf 4'-0" <br />T=Thickness of Slab 12" <br />Abutment <br />,41 Abutment front face <br />(� L/4 ` <br />\ # <br />or ® bars <br />\ <br />#10 @ edge of slab <br />#7 top and bottom of slab <br />OBTUSE CORNER DETAIL <br />A= .01 .01 <br />a <br />'f <br />C L/4 L/4 L/4 L/4 L/4 L/4 L/4 L/4 C <br />-P C V <br />�5 0) �3 <br />_Q E Iq L <br />Q -4 s_14 s Q <br />CAMBER DIAGRAM <br />TOTAL SLAB DEF-LECTI❑N DUE TO DEAD LOADS <br />The total deflection will be reached about 4 years after <br />f alsework removal, For values at time of f alsework removal <br />divide those shown loy 4. <br />The amount of camber for construction will be determined <br />by the Engineer, <br />Note: Transverse joints, if used, <br />to be located at 1/4 point of <br />span and longitudinal joint to be <br />located:,. atr .edge of traffic lanes <br />unless otherwise permitted by <br />the Engineer, <br />SAN JOAQUIN <br />^ N <br />I— — ► �— 1 S/8 <br />cM <br />F- — 1 <br />4 <br />r <br />Reinforcement continuous <br />throughjoint, <br />-.� �o;;,;;; k4.. <br />LONGITUDINAL ❑R TRANSVERSE <br />�SLAB C❑NSTRUCTI❑N J❑INT <br />arj x <br />w <br />dv» o <br />UJ <br />w <br />LIVE OAK RD. BR. 29C-300 SNo T TOTAL <br />S <br />SLAB DETAILS-2 SPANS PROJECT Across Pixley reek 7 9of <br />m <br />P <br />4 <br />