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<br />� Abutment-� t • - __ �, t d _ _ _ , �f 6 - Stoo transverse s/a rern . !fen R f'0 ex&iny Roll to o mioim11n of 2" f lbw l%rkdeol �
<br />` �E Bent skew is 20° or less. ,
<br />�� I , deck yrode by //one cal&g ;r? o de�ressioo Le7f for
<br />12 c% y. 4 C� /8 4 t Ad ,owaase 117 fhe liew Oeck.
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<br />1 *5 & 12 121, c% �`4 bar �Q 0 e %sfio C r o�d cal
<br />`4 bar cha/rs (d 3'�� tronsversly --� X 9 11 �, • - /0 Con/ Toto/ 8
<br />distribution steel y - . - , .�
<br />and 4�2' 6 longitudinally 167 0rce�ed o �/Ilil m, of 2 I -
<br />`•`" below Ak shed deck rode,
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<br />BAR CHAIR DETAIL
<br />1•
<br />is
<br />II
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<br />L ONGI rUDINA L SECT/ON
<br />0
<br />BAR SPL ICE L ENGTH
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<br />Bar Size 1 *4 *5 *6, * 7 * 8 *9 #'/0
<br />A// born, except tog bars /n spans over 2623-� 28" 34" 39" 45" 68"• 76" 85"
<br />'
<br />Top bars in spans over 2623" 28" 34" 53" 60" 77 97" 120"
<br />REINFORCEMENT NOTES
<br />Splices in too main bars to be located near center of span .
<br />Sp/ices /n bottom main bars to be located near bent •
<br />S,oac/ng of a// transverse bars is measured along C roadway.
<br />Skew 0 ° to 20 ° Place a// transverse bars ,Dora/%/ to -bent. `
<br />Skew over 200 Place transverse slab bars perpendicular to
<br />bridge. See details at right and below,
<br />4
<br />Cow Porn toTrons verse„
<br />!leek Thi Avess and h7 11 . "
<br />To Surface
<br />iovl
<br />= Dowel See sheet No -• /or
<br />i
<br />�xisfirty► Deck : �-" . , . I '• Slob Thic/iness
<br />.. • e - ..ter �� � �� —r'r .—•r � • f - ^ l
<br />Cop reinfarcemlent�`4 C� /8P,rerrtafo%/ eroar�s�ar1' A_
<br />�e �A0/;7/ 0a/' Mel
<br />. # drip Qrove
<br />-.r�.. 7 helweetaPO S/S
<br />r
<br />' Main slab
<br />reinforcement
<br />r
<br />. A A B OEM Ili.'INS
<br />`
<br />a
<br />V Reuoir heck sor74ce heoeofh eem4 otvd for Rolf
<br />Cap stirrups ' ' Posf re�novol b czzllle,v or �`Orwin Verlico/ !le resx1;wt.
<br />Place ,vara//e/ to
<br />Y 9 �
<br />. a main slab rein/. RN
<br />NOte Ifiew for ma/n span over 24'.
<br />tsar placement simi/ar for sans under, 24 - t
<br />TOP SLAB REIIV,FFORC4'MENT A T BENT
<br />i (Skew over 20,P)
<br />9
<br />fl
<br />distribution reinforcement r
<br />•
<br />cap reinforcement
<br />Cop stirrups
<br />P/ace parallel to
<br />main slob- reinf. .
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<br />re/nforc
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<br />pr�aore oleo far lAood�9 owd Good w%fh 1/'wwy dd*.rl% e•
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<br />GENERAL NOTES-
<br />DESIGN; A.A.S.H.O. dated 1973 with revisions and as supplemented
<br />by BRIDGE PLArWING AND DESIGN MANUAL.
<br />MtCROfiLMED _ -----
<br />MAR 13 1979 LIVE LOADING; HS20-44 and alternative
<br />REINFORCED CONCRETE; fs 24,000 psi, except
<br />` = 20,000 psi in stirrups '
<br />fc = 1,300 psi
<br />A IS n10
<br />B U I L T
<br />CORRECTIONS g�
<br />NO CHANGES
<br />DATE la-
<br />9
<br />19 ve d v V v V v t
<br />MOM[ 017A MUff STATE OF CALIFORNIA
<br />DESIGN SECTION ' 0 / 70 BUSINESS ANDRTM TRANSPORTATION AGENCY
<br />/ LUSH VA ( DEPARTMENT OF PUBLIC WORKS
<br />DIVISION OF HIGHWAYS �
<br />soc9on DATE OF REV/,s'/ON •
<br />AfAY 1971
<br />Ol laM or Ff9 /97X
<br />444. 1976
<br />BOTTOM SLAB REINFORCEMENT AT BENT
<br />SLAB REINFORCEMENT DETAILS
<br />(Skew over
<br />t�irt>t r : r,1}y .�Yn F�w '': `f r w -• rr ,.� �. r r �.• a 1
<br />�. ... ♦- -�. . .. - _ - - • .. r - /- •Y .*t - - „r i,•,, -t' •]„� i �+ i •.�` �`•'^�'a 1( .'I: SR •o, I '� y� r'.i F4 ` "' M "'.T"
<br />mom
<br />r r►f!r•e. .wn � 3; h �, •'� , r ' ��1 . 4 f• 'Fi- .fiw.. 7,' «^.{' Sal ' Z ySs' - yt' `•i' - '+- � f ��• _ � 1 ' •, { i
<br />^'�•: d',` o s t- a.,. r •y- a+' +!' .S•.F •�.`, '+ Sw . � �` � •, '•7 h I � �+ a •i. .. •, �~+C �y��'i;
<br />.. ._ _ - 'iP•" - _'yi ., e.. 3 �i�.7:�,ia��.'..,.. a-1/I ,,:.e.,,cT�.7l�' . ..��.r:,:. ;i. � _ `r - :�i+ '.' _ , .. _n ._.. �' ....!.,�"; ... -.
<br />PROJECT ENGINEER ---, • � _ , . -�. - ,-�-- ,�'�'''`',. _ � � � �,� � � � _ �,_- _ �_ � - ,
<br />DATE CHECKED BY DATE S)JBMITTED BY DATE APPROVAL RECOMM406 6Y DATE PLAN SCALE I" PROJECT JACK TONE ROAD tHEET TOTAL
<br />5 -78 s T! s2� COU NTY OF SAN 'JOAQU I N N0. SHEETS
<br />< lg � �/� /f BRIDGE NO. 1263 et 1265 /0 /- 1
<br />FILE NAME DRAvVEK SHEET Nd.
<br />STATE NO. 29C-QZ4, 29C-193
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