|
4
<br />A*- .4'' t
<br />1
<br />-
<br />i
<br />,-- -n
<br />- I I 111111 I I I III IIII III I I111 I III I I IIII IIIIII IIII ill III II�nI III II � I I II l ull l-
<br />S
<br />_ _'" �`•�'�` �%,� - s=r�=�"-ate=#&? 'liw'�ti- °-«�}`.
<br />E Spon E Spoi7 ,.
<br />Abut,, f Bents` S§
<br />Abut 5, S s,. 2"C/tv r ...��,..J ...' .
<br /># 04 bor ctrairs C J*'± .trtrnsverse/y
<br />04 6 /8 h and 4y2' t /oogi tudlno 11y nq
<br />not shown
<br />t 1. A4Oi7 slob
<br />rernforceinenf`/O Cont. `
<br />i
<br />*S Des tri b u ti on steel,
<br />#5 & leC enter tioif of soon ' /8Y � -_= w ' . _Bent cop required on : =
<br />see chort for spocing spans L - 16 to 24 Tronsverse slob relnf.
<br />ll
<br />Ej
<br />Or ip grooye
<br />P/DCe p are 111 to f Be n t
<br />EDGE OF SLAB
<br />LONGITUDINAL SECTION DE TAIL
<br />Edger finis h -� F111 with osphol t
<br />0)_! Note: Transverse joints, if used,
<br />Cant - via cont rS Edge of slob-) ,� Sri to be located of '/4 ,o01nt of
<br />}- spon and loniptudinol ioints
<br />1-1 f
<br />£Abut.
<br />Cf3--
<br />T
<br />{
<br />ft Sp a!7--s''
<br />RE/NFORCEMENT - TOP OF
<br />"�- iE s,o on
<br />SLAB
<br />Edge of s lab -
<br />f AbUt.
<br />4 6 or -�
<br />ROinf. Cont. \ to he /ocoted of edge of
<br />f hrou9h join t 4 troffic lone, unless otherwise
<br />permitted by the Engineer!
<br />L ONGI T UD1NA L OR TPA /VS VEEPSE
<br />SLAB CONSTPUCTION JOIN T
<br />t
<br />Abut, front -ace
<br />� • r
<br />n `j-
<br />1 \ J `D jo or fjors .
<br />L • L en th of Soon
<br />-o th -r 7 too and
<br />h Size - bo torn o 5106 of sl
<br />o .- Note.
<br />ro Lent `
<br />Xb :��'%` TOP rein f0rceent to be S p/��C e d 3.,5 duo.
<br />5'ize;�
<br />of >� sporr r�fren necessary, ` Q B,/T U %E ' O R ` EP D E T.4 /
<br />° -
<br />Q .a nth c'7 a
<br />i
<br />e �,
<br />,80t tour reinforcement f 0 be s,otliced
<br />C '� - '
<br />V z , 20 o'ia of E Bent when necess Dry.
<br />length '3 Distribution steel spacings
<br />&eovred along
<br />Q - - f
<br />Q h o Size ff= �Roedway.
<br />t
<br />W o0 'ye ,-
<br />�nIZI Size ' ff
<br />If
<br />/ t
<br />V"
<br />V "he torol def e- C/ Orr ill re'OCAWO' 00eell -5e _Vea^5
<br />= rh rcA q&55 in , - 5,0Ur7 15 e work i'23r jlo1u�/
<br />es 0/ t�rn?e dre rc,�e wa k
<br />Of 51,70
<br />=Bar Spocing
<br />1-- __ ___ ----.-�-... .�-. _. _�.— �-- -.-....,.��+ � Cl/��✓C/,f> � �� �Q'/er' ,ti fprft// rer . , BRIDGE DEPARTMENT 11
<br />-II- - nll hll II - STATE OF CALIFORNIA
<br />Fein
<br />rlpOrOnCe f0,
<br />forcing eng
<br />- - -- -
<br />DESIGN SECTION
<br />a s i
<br />ouonfi ties coac. ft3 �?/ x' e .. .
<br />s�, DfPARTMEIfT OF PUBLIC WORKS
<br />1' esrylrrr,aftx� y �~ i� �`�j � � ,
<br />DIVISION OF HIGHWAYS
<br />per feet of - r+�` ors% ,ti hq.�+ a,ru�—
<br />�gdwy h/�dth Steel /6s.. MICROFILMED Chief aaign.r - a - --- _ - - - - -- -- - - A 7XIS RjO. &RIDGE )VO. 1507
<br />twrotate deed load � - -- - — — -
<br />•]s%�.. ^5 ��i�� DESIGN Rf �b.cbe
<br />xr/ect on Soon _ - -- - - RA IS AVE. � I E No. Isl95
<br />/" �► s� Z)_1A6RA41
<br />OU NTIT1Ef lA CherwCyr r; ��j� /� - -- -_ rw.,� -_ SLAB DETAILS-2 PA
<br />L 1 V �E` L O A D 1 N G s `* SPECIFICATIONS a SPANS
<br />A[vrotal Rc,on men3rd M Se ALF N0124 f•11 E ! rq
<br />- - - '-. -_ "-.- ' ,. _ - - I I IIIII I - �1 Y �t w• .Yi� • i • I • I ii i . i ,� i ir�iri .> _ .. _ .
<br />. . .. s. .
<br />i
<br />SHEET E TOTAL
<br />A
<br />PRQJ�ItT ENGINEER DATE CHECKED BY DATE SUBMITTED BY DATE APPROVAL' RECOMMENDED BY- OATS PLAN SCALE: III = HORIZONTAL I" = PROJECT " T : T �
<br />_._ _ . , - .... - -- — - . - .-- - - - - - .-. - - - __- - -_-- - - _ .--- ---- - - --__-- ,-- -- ---- - - C 0 U N T'Y 0 F l � A J 0 A Q U 1 N PROFILE SCALE:
<br />NO. SHEET$-
<br />f 1- r ,-�.. k._ f V E R T 1 C A L= DRAWING NO.
<br />,�,{
<br />��isFIELD B00 NO. DRA11� NG N0..e ,+' t-f.
<br />-
<br />{Y
<br />i
<br />Sty k
<br />r ,
<br />,
<br />F
<br />A[ I s �. t .�._ _ � a a. .- . _: ..a i : ... ._> ..v a 3 � v ir-.iii.o.. -c 3 :. ... , .r��..- -. 1� ... 3� e� __. n .._ ..'�.m = _.,, .:v_ ._zc.... •a i SaY ,..r,»..._ lvv.s. . ... ., ..
<br />I
<br />r
<br />£ Bent -� Q--
<br />Qcont- •i0 cont
<br />s Xe Xe
<br />Xf
<br />PEINFOP CE"EN T —
<br />BOTTOM OF SLAB
<br />BAR CHAR
<br />DETAIL
<br />1
<br />
|