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Bent #7 <br />B Span <br />B Span <br /># 10 cont. <br />I <br />Bent <br /># 10 cont. <br />f <br />i <br />I <br />Bent <br />® G Span <br />�c G Span <br />�I <br />Xc <br />a <br />Xb <br />(�) G Span <br />�f G Span <br />®GSpan <br />L = 32' Expansion Bent #8 <br />T <br />G Span (See sht.10 for details) <br />LONGITUDINAL SECTION <br />L= 32' <br />G Span <br />Edge of slab <br />@ G Span <br />L = 32' <br />F Span <br />L= 32' <br />F Span <br />txpansior, Bent #8 <br />REINFORCEMENT--TOP OF SLAB <br />6" <br />a F Span <br />F Span <br />F Span <br />�I I <br />r I <br />I i <br />i� <br />0 F Span <br />— ® F Span <br />—@c F Spa <br />i <br />i <br />Xc <br />Xb <br />Edge of slab <br />Bent #9 <br />B Span <br />Bent <br />----- <br />B Span <br /># 10 cont. <br />i ri <br />n <br />I <br />"7 A <br />V <br />� Bent <br />— # 10 Cont. <br />Xf Expansion Bent #8 <br />No. 21258 ! <br />ESP 9-30.93 <br />L=Length <br />of <br />Span <br />32' <br />Type <br />of Span <br />F <br />G <br />cn <br />Size <br />#8 <br />#8 <br />Length <br />50'-3" <br />50'-3" <br />u) <br />Size <br />#8 <br />#8 <br />Length <br />16'-0" <br />16'-0" <br />- <br />o <br />O <br />Xb <br />7' — 0„ <br />7-0 <br />LLJ <br />o <br />Size <br />#7 <br />#7 <br />~ <br />Length <br />8'-0" <br />8,-0„ <br />LLJ <br />U <br />0 <br />Xc <br />4' _ 0" <br />4' — 0„ <br />Size <br />#8 <br />#8 <br />0 <br />Length <br />34'-9" <br />34'-9" <br />Size <br />#8 <br />#8 <br />LJ <br />4- <br />o <br />Length <br />28'-6" <br />28'-6" <br />Xe <br />E <br />cn <br />Size <br />#8 <br />#8 <br />o <br />0 <br />� <br />Length <br />19'-0" <br />19'-0" <br />m <br />G <br />Xf <br />8'-6s, <br />8,-6„ <br />T=Thickness <br />of <br />Slab <br />17" <br />= 0. 0- ` <br />--- <br />cr,ok <br />X <br />Xf LIVE LOADING: HS 20-44 AND ALTERNATIVE Z <br />PFIK1F-(1Q(-`KAFK1T-QnTT0KA rlF-- QI AQ AND PERMIT DESIGN LOAD <br />0 <br />ELLIOTT ROAD SNo T H°SETS <br />BRIDGE NO. 1151 9 13 <br />STATE BRIDGE NO. 29C-249 <br />