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FM IFICAD STATE VROJFISCAL 5HE.ETrTFATTvi DIV NC .NO YEAR NO
<br />7 CALIF.
<br />4✓o Chanyes
<br />T
<br />6(eV, -Alo s, ,EndPas%
<br />an4/ rod d�rr�ensions.
<br />Rev. 0dt1 ,olalc
<br />, io/- -q
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<br />:IM III III 111111rV1111 IBM III III 1 I1111 IN 1111111111 1111 NuW111YrI1lir16iN11,1111u11I11011LJ�
<br />I Hill JI 101, 110 IY niiiililiil
<br />Limit of payment L III of payment
<br />l 9 6 � 3" Post spacing < 2
<br />A pprox.
<br />O
<br />I v
<br />WAAAWWrld WA�
<br />8 x /4 splice bolts <
<br />8 per joint. 2" 4, 44 „ 2„
<br />Lap in direction � Post bolt slot
<br />of traffic j I
<br />I I '
<br />j_
<br />g x 22
<br />- ; s/ot
<br />32 x l8
<br />slotted holes
<br />-- asbestos sheet _
<br />packing
<br />of/ expansion 'o/nts only.
<br />p
<br />CROSS SECTION ELEVATION
<br />RA /L SPLICE
<br />Scale: 3"=l'-0"
<br />6-3 6 L 3 Allow 32 Face to face of aril
<br />L_ im _J I I &-,q A -
<br />Al'
<br />• �g bolt (l only)
<br />EL E VA T/ON �-
<br />ENO POST ON SHOULDER
<br />�� o
<br />6 -15.5
<br />' 3 � "min. � ` I 3
<br />,,, ` �.k l!'X 1'-6 ; (rot 2)
<br />3 min. 4 o o ,
<br />3 „ x x 0 -6— -
<br />5 mox.
<br />_. R Wosher � : MMMM
<br />3
<br />_` `; (..w^iii N� �' a• ti L', 4 JX 4/ xO� 6 y 'C
<br />..
<br />R washer
<br />kc) ; tc) f 4,XO�5�„ o
<br />Q
<br />:_ • 2 x
<br />r
<br />washer,,
<br />C washers
<br />rs
<br />N N — - — jD I - �. M "X / - 0 rods, 0 03
<br />L) 1- { EC T/ON A- A 4
<br />I 3 " min. ' tit
<br />C ¢` w
<br />._ =1 SECTION RA/L PosTold CR D T N
<br />. r lS C 0 U BE' SEC /l�! S
<br />' = Dimension 'A"will depend on cross slope of deck,
<br />RAIL POST ON WALLheigihl, width, and cross slope of curb. if possible
<br />use post with dimension 'A " of 5 "or /O:' Oth,orwise
<br />_ a special post with a special dimension "A ";will
<br />be required, Use / 12 "long rods in III wide c uIrbs.
<br />/f possible, use same post throughout the
<br />a structure.
<br />z u -
<br />t
<br />,i }}Q�s R
<br />t< W W 41 >
<br />•r•I 0
<br />I r,
<br />r ' t
<br />},#!IIE.18d111t 8t'J: II CV LIl:dlll fi d6mai h Ail tLL' IIIL°:.�d. 411a111Lt V'E.il.1 � ynt� ii
<br />4ti //.+.•
<br />:' • ; ' 'tea'•' l�p��::a�F" 6� � w • ..Sli ��
<br />R'
<br />' Terminal section lapped
<br />on traffic face
<br />_ - - - r ---_ - — -- -
<br />i I I II I
<br />O I ( II O 1
<br />I �
<br />6 PW 15.5
<br />I I
<br />I l
<br />I
<br />II
<br />I I .
<br />� ��� �,� ��, • �" I I � � ���,,y,�, "A VANVA\, A L T ERNA T/ VE END DE TA /L �
<br />NOTE: Place end post on shoulder
<br />if structure does not accommodate
<br />/2 ' 6" unit . /en th
<br />g 1
<br />/2" Round hole.
<br />Set post in
<br />position and
<br />fill ;with P. cc I I li I A
<br />POST FOR THIN SLABS
<br />r
<br />-_�- ��! L�,CJ �'✓ -
<br />R SECTION $'jNo
<br />DISTN4NI.AlI
<br />TOTAL
<br />SMELTS
<br />,
<br />SHEET TOTAL
<br />-.
<br />DIST. COUNTY ROUTE
<br />SCCTION No. SHEET$
<br />J F,4
<br />129-4 6 7
<br />EA'. NfEN
<br />Lit tti51 5565
<br />�{L11lt
<br />DATi APPROVEDMAY
<br />Notes:
<br />At rail splice nearest expansion joint in bridge deck, slot holes in movable
<br />section of rail to allow some amount of movement as is provided in bridge
<br />deck. P/ace -6"asbestos sheet packing between rail elements. Adjust bolts
<br />to provide sliding fit and set threads.
<br />Use 31- 6 "posts whenever possible. A // anchor -rods- to have hex. nuts.
<br />Provide lock washers for top anchor.rods. Weld 2� 'x4'XQ plates oii PW posts
<br />when using / onchor rods. Contractor to provide meta/ shims to align
<br />posts. Space_ pasts to clear -expansion joints by l'--O"min, to F_ post. Posts
<br />and anchors to be galvanized after fabrication. Failings on retaining
<br />walls to be placed after walls are backfi/led. Bend --rods /f necessary to
<br />maidtain minimum clearance on superelevated slabs.
<br />See Special Provision for rail element.
<br />No16,-
<br />'m shims - la he ya/vami red
<br />�l I 31 afler-fabr/catjon: Thic/s-
<br />� la r1 ,-'-eia&11on.
<br />6,.
<br />RA /L POST SHIM
<br />No .Sca/0
<br />6'-3" 161 3" Al/ow 3 " Face to face of rail
<br />....--mot,,•-----,.�-4-�,'-�- 2 ,� <
<br />` u
<br />�• 8 bolt (l only)
<br />.c
<br />6 P F'/5. 5
<br />tc)
<br />N 3z " v l"xl' 6"rods, (Tot. 2)
<br />J\\�\\
<br />W 0- - -
<br />� t N � o `� ��• � 4 • • �. • /2 washer p • 3 �' '� c
<br />o
<br />2 x x0 -5
<br />Y -- I I
<br />z ff- washer
<br />/,4/i nment washer 2'X �" 3/ X l 0 "rods,(To t. 2) 3.
<br />`� Al BB < �' 4 ¢
<br />SECT/
<br />tack weld to rod. - -
<br />B POST FOR THICK SLABS ! `"
<br />STATE NO. 29C-1 bUq 29C-159, 29C-U76 �„ �► -
<br />STATE OF CALIFORNIA .w
<br />BRIDGE DEPARTMENT
<br />DESIGN
<br />SECTION ` ` `
<br />6/59
<br />r;
<br />DEPARTMENT OF PUBLIC WORKSt
<br />DIVISION OF HIGHWAYS"• o� ;
<br />Project Designer_ _ ._ __
<br />I►
<br />Chief Designer. ------ - -`---
<br />-
<br />- — - -- - --- - --- -.�
<br />--- -- —
<br />JACK
<br />TONE
<br />a
<br />ROAD BR/D6E5, Ft
<br />DESIGN 9
<br />_
<br />01trked
<br />_.— _ .—.—..—.._____ --
<br />�
<br />DETAILS g,
<br />rI,•ci,,,d
<br />� ;��
<br />METAL
<br />BEAM
<br />BRIDGE R A I L I N
<br />_QUANTITIES
<br />SPECIFICATIONS K)G�
<br />C'mpun•d
<br />Except, os shown)
<br />i X S J►- 621 ;
<br />Approval Iteaan Hindu! Fy
<br />1 nb.
<br />Clf li anA tif.rueLural
<br />- - ias
<br />n., • „I Ihuae Ftlxr Lirene• No.
<br />SCALE rl-' /I "od L1
<br />i� I,jL+k.
<br />'
<br />'
<br />! F1LE DRAWING ;
<br />RJEJE&u LWIMM i J11"hl:: i X611 k. Al -ir.i r61 aSdu. ll. • r .1L1 � e
<br />PRe_L DRAWING NO, P-
<br />I
<br />I
<br />t:';'"
<br />
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