Laserfiche WebLink
W <br />z <br />�i Abutment - <br />2 If cl <br />See bent cbp details for reinforcement rat _; 6 ~ - Stop transverse slob rernf. when <br />Be skew is 200 or less. <br />-'04 (a 18 <br />------------ <br />*4 bar choirs (A? 3'4 tronsversly <br />and 4%2'-* /ong1tudinol/y <br />L ONG/ TUD/NA L SEC TION <br />BAR SP_ L ICE LENGTH <br />Bor S/Ie *4 #5 *6 '` 7 * 8 `9 */0 <br />All bars, except top born 23" 28�� 34 39�� 45 66"1 740" 85" <br />In Spon s over 26' _ <br />+- .� 4- <br />Top boys in spons over 26 23 28 �4 5J 69 <br />- - -- _ <br />RE-INFORCEMEN T NO TES <br />Splices in top main bars to be /oCoted near center of spun <br />SpIlces in bottom main bars to bP Iocoted near bent <br />Sp CIng of ol/ transverse bars Is measured along i� roodwoy <br />Skew O ° to 200 Place all transverse bars porolle/ to bent <br />Skew over 200 P/Oce transverse slob hors perpendlcu/or to <br />ij bridge See detoIls of right and below <br />— -05 # 12 2" cl <br />distribution steel <br />17 n MO/n s reinement <br />Cop s t� ups . P/ e <br />p pendlc r to pport <br />'#5# 12 <br />stri bu ti o reinforc ent - <br />it <br />OP C <br />�4 <br />BAR CHAIR DETAIL <br />r^ iif n f . *,a <br />to I <br />Note vew for main span over 24'. <br />Bor p/ocement similar for spans under 24' <br />Mc <br />reinforc <br />TOP SLiI B REINFORCEMENT- AT BENT <br />*5 (0 /2 <br />distribution reinforcement <br />slob <br />rCernent <br />FLUSH CAP <br />orad s�ooce <br />' of best <br />..4 <br />Curb and roi ling not shown <br />6 6r 6„ 6" <br />2"cl <br />Transverse <br />slc,6 reinf. <br />Moira slob reinf. - s */0 cont Toto/ 4 <br />3/ „ drip groove �5 <br />EDGE OF SL A B DETAIL <br />X <br />0 O750 � -^ <br />8-Mi/e Ow�riq'9e.�i�e R09� <br />p.-- 750 -Q -01 U <br />o Temp. Br e- <br />h <br />� h _ <br />O s/ M i <br />�h <br />SCHEMA T/ C OF TEMPORAR Y <br />4 - WAY STOP INTERSEECTIONS <br />GENERAL /VOTES <br />WORKING STREW DESS ICAI <br />DFS/GN : AkSHTO dated /977 with interims olid o r svqoletWMted 6y <br />,Bridge Jes9e specifications iiserts <br />DEAD L 0.4D : /11c/odes 35 ,o.sf for future weor109 surface <br />LIVE LOADING: /-/ S'20- 44 ood o/ferr�otive <br />AI-INFORED CONCRETE = = 24 DOO psi. except <br />= 20, 000 ,osi /n deck Sla& <br />and stirraos <br />300 psi. Prceot <br />h = /O <br />,S 7-RMCTMRAL c f7Z EL : 6 = 27, 000 RJ I <br />,4,frXI 558 exceof ar 1701,90'. <br />-BOT-TOM SLAB REINFORCEMENT AT BENT RECORD DRAWiNG <br />Corrections By <br />NoCharges By W- 4--+4W <br />Date z <br />Any Person Using this Drawing Should Verify " <br />0 <br />AW information By Inspecting The Site Of Work. Z <br />W <br />_J <br />DRAWN 8Y DATE s►4EET TOTAL W <br />EIGHT MILE ROAD BRIDGE N0. 1043 N0. SHEETS O <br />- -- - PROJECT ENGINEER i DATE CHECKED DATE SUBMITTED _ DATE APPROVAL _RECOMMENDED DATE Q <br />+- - - -- - COUNTY OF SAN J OAQ U I N SALE : SLAB REINFORCEMENT DETAILS PROJECT <br />(Across Bishop Canal) <br />FILE NAME N0. DRAWER SHEET N0. - STATE NO. 29C-1 14 <br />n ' J <br />