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Abutment.., See beat �,�� c%toi/s for rein rc�f nt 't 6 �- Stop transverse slob r6 of when <br />� skew is 20®c,, less. <br />i . <br />4 bar choirs �9 J tronsversly i .� /2 2 c/. <br />distr/bution steel <br />and 4%°.�� longitudinally <br />LONG/WDINAL SECrIO l <br />m <br />81IR SPLICE L ENGrH <br />Bar Sipe *4 * 5 *6 % 8 `9 */O <br />// bars, except top bars 23°/ e8., J4„ '' 45" 69' 740" <br />/n spon s over 26' 39 <br />Top bars in spans over 26 ' eg" �2g" ja d Ad"' 00 77 <br />)?EwFoRCEmEN r No rEs <br />Splices. in top main bars to be located near center of span <br />Sp/ices in bottom rnaln bars to be locoW near bent. <br />SpocAr 7V of all transverse bars Is measured along T roadway. <br />Skew On to 20' Place al/ transverse bars parallel to bent. <br />Skew over 20" Place transverse slab bars perpendicular to <br />bridrge See deta//s al r/!Vht and below, <br />-05 �2 /2 <br />stribUtiO rein <br />i <br />i <br />Main s/�b reinernen\ <br />Cap sti ups . P <br />( P�l endic r to <br />1 � <br />Port. <br />4'L-L r , � N <br />2 �- <br />4 -� 4 bar <br />u <br />7 slab <br />Ircement <br />Note: View for moin span over 24 <br />r placement s11771/ar for spons under 24 '. <br />rop SLA8 REINFORCEMEN T A r z7EN <br />0, (1/2 <br />disliibutior� reinforce/nent <br />X\ <br />�, Cap reinforcement <br />- Cap stirrups <br />P/ace parallel to <br />rnoin slab reinf. am' §w, re <br />o%a7Y ,,C_ 0/ ,Seat <br />:. 15V1 ----- <br />Main slab ) <br />reinfG�rCe�r3en t --�- <br />t)O i f0kl SL A 8 1?EhVF0/'?CEA1EN i A i' BEN <br />Curb and roiling not shown <br />- 2 N cl. <br />Transverse • , • <br />slab reinf. — -� <br />'*/O cunt, rota/ 4 <br />tytair7 slab reinr <br />roove <br />EDGE F SLA8 DEMIL <br />►�, <br />rr� <br />me <br />SICi o C OF T MPO A Y <br />4- AY 3; rop'mr-F..9�9kcTl'oNs' <br />6�ENVUL. N07EcF <br />&ORKIN& Srl?EJS 9EY/6N <br />0016N .4A tSit TO d®fed / 977 milh interims end m . �sgAol,emm ed 6y <br />A-id� <br />DEAD LO-40: /1zc%des X5,osf for future weotiv saifoc°e <br />L111E L®ADINIi : /A520- 44 avid a/lerr7ative <br />A5"INFOAE® CONCPETE = f = 24, 000 ,osi• Prcept <br />20 000 /0ji in 211-017smmre deck sla& <br />avid asf%rrelps <br />f� ®� 800,oSi, exceol- <br />I✓ '1D <br />Sr1?61Cr(1o?AL c 726;E,L. = e% 000 RJ Z. <br />Af 7"114 59d e rcepf 'V'r lzoieo! <br />RECORD NG <br />Corrections By ,�v= <br />Y - Q <br />J <br />.-. At <br />�1 <br />Ajiv Peggy o n Using This Drawing Should Verify Ix <br />_` .tion By Inspecting The Site if Work,TE <br />� <br />SHEET TOTAL <br />PROJECT 1`'►4r3lNEF� � CAA Q.F. CHECKED oAiE ---- ISUBMIT'rED-- DME :fir FROVAL RECOMMENDED ME � L � ' EIGHT' MILE ROAD BRIDGE N0. I®4.3 r�o. SHEETS 0 <br />�/ C• �a G% a/� - �- ��- � i N i N � ��� I N s I� SLAB REINFORCE NT DETAILS ILs PROJECT Across . Dish Canal a <br />----- - - <br />FILE NAME NO. DRAWER SHEET NO.- <br />- —----------------- - -- <br />STATE NO. 29 -1 14 <br />i <br />