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, r - - : i . - .-., _ - � - o . j . -. _ . , .� i - _, � :"` —�w--� sr �-rr�. • w ar•?e _ �;sw �-.}s;,� -o,� .,.��:' z-r: • . • � ir'4'r t^ . � ",?-. -- ry. >. , � � r., " ,..wy�:',f„'+y.y ies,� �r .ac^... • `'r .. a .»-- s . _ �- -- ,- . - �•-.. _ .. _, .. ,. - , _ ,^ - —
<br />0 �� r
<br />/ , ` � -•.,fir.
<br />i
<br />r �
<br />L=Length of Soon 28 0— o
<br />r Type of Soon A B D a a a D �l �l Q a Q
<br />sire — #7 NOTEs� - L14 -
<br />O �$ Length _ 38io" For slab details not shown refer to "Slab Reinfocernent Details sheet.
<br />`#7„
<br />Length-
<br />6.O XP VO = - _
<br />Lk ! F� .°o Length —7LO11J
<br />v C X� —/L = Z/-0" L= 40 L Zr O Q
<br />O -o , size ;4 7 *7
<br />®.o Length 31 Ld 23� 6''
<br />n Size #8 -7 CAMBER !DIAGRAM
<br />o Length 20 0" 17-0"
<br />l� aXe ¢=a" 4�-o" TOTAL SLAB DEFLECT/ON DUE TO DEAD LOADS
<br />o Slze #7 4A 7
<br />o Length ib' o" i3'O" The total deflection will be reached about 4 years after
<br />Xf 6"-D- 6� o„ falsework removal. For values of time of falsework removal
<br />divide those shown by 4.
<br />T==Thickness of Slab 15 " The amount of camber for construction will be determined
<br />by the Engineer.
<br />a
<br />-A
<br />C A butment
<br />Note: Transverse 'oints, if us�d
<br />to be located at ,4 point of span
<br />and longitudinal joint to be
<br />l located at edge of traffic lanes
<br />unless otherwise permitted by
<br />fit-- �Relnfo`rcement
<br />the Engineer. continuous through joint.
<br />3 LONGITUDINAL OR TRANS VERSE
<br />B s D span SLAB CONSTRUCTION JOINT
<br />D Span ®a San pan p D Span
<br />t r
<br />@Ospan 61� */O cont Edge of s/o4 �� ©D Span— ' d D Span--
<br />f- A butment
<br />t r Abutment front fore
<br />LXC Span�-- X C \
<br />xb -if- Bent E Bents- Xb �\ `
<br />\ L /4
<br />REI NFORCEMEN T - TOP OF SL A B f Abutment �
<br />S o B San it Bent e D Son I
<br />a,O Span � Bent ©B p n ® p � � p �\
<br />o orb � '
<br />W,0,5pGn— 6" Obspan— 0f B Span-- */0 coot, Edge 'of s/ab� aD Spon — ®ID Spon-� \, � ors
<br />f PROJECT ENGINEER DATE CHECKED BY
<br />.-- A. Ire o
<br />0 @ edge of slob
<br />*7 \\.-_ top and bottom of slob
<br />OP T USE CORNER DE TA IL
<br />L&O Xe Xe
<br />10/7 leevl,'Fekl /o e'o ho/r w/fti !lie ..dole 10161i1i
<br />9 9
<br />J 0,4 TE OF REY/S/ON
<br />REINFORCEMENT- BOTTOM OF SLAB'
<br />MAY /97/
<br />Fra- /9,7.f-
<br />SLAB DETAILS-3 SPAN
<br />('.:- y,S - 44 -and AL�T fi' .�RVE . �.. ,r R_.. - - - �:.• -5 m► ,T
<br />r • i •. Ji _ _ �6 „ �, t. _.r. r } '�� ~ i f e - 7' -; • ! �, t V
<br />F' �s "1 `
<br />1 rr t
<br />.y a r ' r .- i �
<br />„1!a�� '�' Lisp 'v' }� � atl a> ��i ^•� r ,. .{�P •'Ty"4
<br />_ o��f .. - ` S R.._,�,._.•„ -._ .,r._ _..r _. __. } T , L. F...,..,�--'s��c �{-�: .I'„'T R. "T"' �L' ' . - - P ,'ih •� X t i '� `, 4* .
<br />,� �,yk.". a as r -:y `1, .?: s _ _ - _ ty
<br />DATE su TTED BY DATI APPROVAL RKCOMMINDEDBY DATE = '�� �` a ,� y
<br />_ SHEET N ET
<br />_ PROJECT � CONC. RIDGES PHASE III (No. s •
<br />COUNTY OF SAN JOAQUI N _-.
<br />-r ORAWI NG � . � MES-SICK RD. BRIDGE 1800 Al /T
<br />- - -- - - - - - - - - - STAFF NO. 20r-1 13
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