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IIIIIIII <br />0 <br />II'T7 IIlIImow# IIII40 IIII03 IIIVOVIVAt 'ION IIII+j t IINO Y 6' IISkp W eXC9Va 70,1 A/I IIall JL IIBEN r 3. Abulmel?15 shall' PAIPT �PLAN I. ...... eq/ ol7e el& a/ Ah d V2- be mare lhe4 am laal aboye L L E Span @ c ont If/0 cont.", Edge of slab IU1 eol lo *4 I_N 7- 0AIFT ELEVATION-BZ: IIxc -f- $pan IIf- p an A 0 04A6191$ REINFORCEIVEN 7_­ rOP OF SL 8 A butaopt IA butment 2 I(p_� c on /. /0 cont. 6t' Edge of slab A 8U r1WEN T -3 O.-40 IP /7 4,�' 4 e Zej I­�j k,' .9 tI INO TE I-olo 5,ollce.5 wl.'l no I �e x x f REINFORCEMEN r- 80;r r0N 'OF SL A 8 -ION B-13 .5 CC 7 4' IIIIBAR SPL ICE* L EN61 L L L ength of atpan 22' /Ze Corp 4 I,,c, Len A tars Oxcpllo/ too bGrs In span s over y i17 3 39 45 6811, 76, 85 26' I�j 5 I Iv r Length //'-a 70P tGr.5- /�7 SPO/7.5 over 26, 23 28" 60"77 97"120 C3 V. OfA L SLA8,0k_FLE0r10,V AD a, Z 7 mvc6ple rhall he eaul la,I,wal 5iZe The lotol deflection W/// be excayah,�I? liies w),lh aed laem LAj _,�) Length W lral�? ��Fgrs �o be locwted near conter o s�xty shmelly-re bacj11'W falsework rolnoval. For values, of time of falsow'! r Xc Sllces In bot in xcln p,(7,,s divlde those shown b Mo Claf j cawe.. e11.6 /a Me Iy 4. rhe omotint of camber for constructioj� Wiff, �p .5PCc11?Y of 0// b-ansverse 6ars Is meosured olony by the Enp�7eer L enyth W' 00 201, w&*ej- //7 Calilmw Aql Length 1�ol he allmfle,,l C ur anofrall I'ye ISize 4 6 6 6 6 ILength 12tO ror j/1V 7- 0 EA 44 of lob 4 1?G1 -on, IUdli7l -slob t� *6 /a/ -5 ef lev. 96. 0 A (N ocive L I46EN T COL 01WAIS I5 L 9 0, E, A C DAM IItckA s: r�v n hv &A R D, U A A 1r t: n Y A T V AD0116tj',ti taci II <br />R' ?o T y A -1 '!%J O'A 0 PRO, Lj PLA EAF Y7 IN WALE I' ABUTMeNT AND, SLAd' Oh', A& IS FILE NAME bOWtk' Htt BRIDGE p STATE NO. 29C-279 77 it III <br />