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r <br />09 <br />N Curb and rai/irk not shown <br />� -Stop transverse slab reinf. when <br />Abutrrtent See beat c;�p details for rein rcer rent nt 51(ew ;s 20, Cr less. <br />2 , c/ 04 6118 4 <br />_T4 It <br />I t. z <br />rrr T---- _ _-- _ _ -- --- ----- -------------- ---- ----- ensue se <br />{5 /2 2" cl.`4 bar slab reinf. <br />- - distribut/on steel 4 V <br />/Main slab reinf <br />6 /1 6� 6it 6" 21,cl. <br />'/O cont. Total 4 . <br />�lrr c,rr�irr uc i�+i�. CC�Gk' 4� .S��� D�'%4/L <br />L(7Nl'/%UD/NAL SECi/O <br />BAR SPLICE LENGTH <br />13ar Size *4 * 5 *6 * % * 8 9 `/O 1 */ / <br />All bars, except top bars 18 " 2T 27" 32" 36 "' 41 " 5/" 57 " <br />in span s over 26' <br />rop bars in spans over 26 " 26" .32" 38" 45" .51" 58" 72~ 180 " <br />REINFORCEMENT NOTES <br />Splices. in top jnain bars to be located near center of span . <br />Splices in bottom main bars to be located near bent . <br />..Spocing of a// transverse bars is measured along i roadway. <br />Skew 00 <br />to 20° dace all transverse bars parallel to bent . <br />Skew over 2O® Place transverse slob bars perpendicular to <br />badge. .See details at right and below. <br />/'w-) eainMvea"w n t <br />CQp stirrups <br />7 <br />Face parallel to <br />main slab reinf. <br />Note View for main span over 24'. <br />Bar placement s1milar for spons under 24 <br />m <br />'*.5 6J 12 <br />distributiW reinforcement <br />- Mal`? slab <br />reinforcement <br />Cop reinforcement <br />Cop stirrups <br />Place parallel to <br />main slob reinf. 1� 1, � �D DRAWING <br />Corrections By <br />Any Pe s n �. sing This'Dra4Mng 'nhnul rf yt <br />IVGln slab All l r� n 8y Inspecting Tht- .�lte Of cry ©R ESSIo� , <br />reinforcementCo. - <br />IN . 21258 <br />�► " Exp.9.30.89 <br />LUSH CAP <br />, <br />III�_ - - -- - — - - ---�.. A . - - --- -- - - - - - _ - - . _ ------ --- --- - - - -- - - ---- - - - - -- �--- - - - - - - - - �- , - <br />x:i.,n t.ary xr, u3usu6.BA.YJY:3&.w.vE.x n. �,vpgTUY.4E..S3+3dd�51.�iz-s61_R:.fil�u.I F 5'�&.un6QA:F 55Ed�35...'A.,.n:1',."tlYAFlr.lAlh]aYJF. SkIr@'Su .: F+W:I:..AM:-tl50 in^i6�'.,.:li...r:3ka". ��'31�x. N..M'utorLO a°Slan. vA vui on. xiann xivtt, },, e W ' ! <br />. <br />� <br />� <br />a <br />� G� •.ji� Iyl. I' <br />gi.h,4n:l Lu q;y'p"uq6Iry&I�INrIAnlI n u <br />.. Nr..ll. '. <br />i�.µ.�d9.1 .T <br />."O'Iry„l.x,.°�T,�P�"�ix w.I ,L <br />Pu) l:lk WILLIA SON ROAD -'- <br />A <br />M.m� 1hdlFlI�I1I p.fn I �,, q npIIn'SLAD REINFORCEMENT DETAILS ' f? rhh NONE4S BRIDGE NO. 91 6 8 <br />pG.. <br />d I <br />�d., <br />FILE NAME, DRAWER SHEET N+O, <br />,I <br />� � S1�^AT�- BRIDGE � � 29C=284 <br />�-io <br />.I I: <br />'I is <br />COUNTY <br />ROUTE POST WiIES--TOTAL PROJECT bear sat <br />k0. LKE <br />,G <br />