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C ,C N�. train
<br />+N ,t 1 DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT
<br />x 4 j4 I. ' S Traffic S i d C T S 4 0.2�
<br />�� 3 -+ t d l 2 4 $ M 1n. 13ciIcl c� i . /4cp x l,♦ min. �_ - ---- --- ,. _ i Past otu
<br />Slotted Note t--- F-Idcg of slot e hoe �� I �` I
<br />d4�6c �„ PLAN i . � v•• �„
<br />''~ I/ C/ose�d of Tube �--
<br />I 'I � � „ j , �.. 1N%th 3//ry /•'/Ofe �'7 N 0 4. �"412:hole near 8. f/otesELEVAT16Nand i<;Sr Slde.. - ' -- - - -- - - -
<br />hole near 51de. r �9 o o 19 ,-
<br />M�
<br />% ' 4 H.S. f3ol t with S ! �- - : a - - - - SLEEVE E E V E S- S `. �, End P� s t 2r' - �t. pas+
<br />Hex heed, Cut clad s�oc�d l ay face �8e 3ECTION
<br />f w r � 60 - L. VAT ICON 2Z E. C T t 0 N
<br />lock ashe ,. J It �e I N S
<br />- - - - _ - - - 5le�ve Formed oar 3/ic;' � '
<br />_ - fOr 511din fi+ in5lde of aJ, 1OP FABRICATION -WELDED TUBE SPLICE Abut��"��' {
<br />rail tube , bend thuslyI I 1
<br />I 4'g nut (Tack weld to sleeve) -
<br />Noise-3 /g" Inv}6r 8 MiII Sleeve 8 % " t' .l % " Meat beam RcxilJL
<br />a may be replaced I•• _ ae.� _®. - 2 ..,�... - � . 2 -,®, yYiayw4%i , s 0" Ti p i c cO
<br />o with drilled grid ,� End ,�arf JWin9t�ve// i I Ln d to c� s #
<br />}.. topped hole III r I,match deck' •olnt _ I , G'- 0" t4I
<br />sleeve. --� -.�2 - - -- --- I a �: _ �`. � _ _ - - ' `Z-, !/batr�er�t ,4duf�enf I-8'-0 Max. 'Po5f Spr�+csr�q
<br />w S e O Note i
<br />H�a A , PLAN PLAN
<br />�a PLAN ,
<br />�a a Ctcx1 �eurt, Rtril _ ion ,
<br />�1 �1 , - M be GV,t rr ream -
<br />U w TU SPLICE, C��
<br />DE TA IL. A.. �� . D�TMLtxlt; rnativc tcrmin�i
<br />SCc •ic�1n or 4'q,br�cat�.d. 2 Joir�ts 1n One pcxnel 5+ChC3gerecS as
<br />shown permit}ed onty cXt decloA Zxpvnsiorl
<br />o Lent h'
<br />z -� O�r1t5.
<br />� I
<br />L kh "For F�a ment for Payme,n4 (Type t 1 S)
<br />� a -- - ,+ r'— I _ . / . S . F?c� s t h , ca,de � x 1 j2• • �- � • Pt�y L i m i � 5 M F3G R }--•ram—� y
<br />a 1pc toc�5 ., 3 u / St d [jo. S - -�� (Type 1tS) �-Q TyP
<br />► :N bo err 5 , t� cy►1 2 Ad jus+ heig'his to provide I0 Sec Node 4 & S
<br />��tn1Nait r, ''`Q.4 YVC'�5%�c'r - -�- ! a 5rnooth transition from a �r to # �
<br />n� 1 d Q5 I $
<br />o \ -
<br />H a _ ,� _ - 8 r 2 „ Toost to typical M.B.G.R. height. ++r �etc7►i i "A' Typ l co�i
<br />a w IN
<br />ooo 5 } ----I - •T 5x c1{ "A25 �'�. � � � + � �,
<br />„ w z a Deck
<br />� o w � � Q - i ;u1a►; ; �i � • � - Lock WaShcr --- � -- -
<br />F A Cu WOF
<br />S
<br />4N Top o dec.
<br />_ F v,t 1 o�.n # rcxf ► r� No
<br />SECTION F3A- j ' I ,Spcxcers
<br />s
<br />1 4 P Ro 5 t\�n 1 b C)4 t o WC55' r 5 ,
<br />3 '-•��'• '-li -�
<br />ods he /5, = U.'�2' y2>i r8 0 - a - i - ,Q L N e3 2 3 z ,
<br />-
<br />u 5
<br />S TI »ol�' a• + o o -- SECTION ELEVATION
<br />�� III
<br />why �, O. — DETAIL B �,o+e.
<br />t ,. W . 5 w i'
<br />0
<br />r 1 _ �,w METAL BEAM APPROACH 3 re for RAIL ,ELEVATION
<br />AlPOT �4CAL /2 �} \ //A IGLo 1J6(I✓dl 11 xRG l�l(f11(I�1�„/I(uP III Li,�Ald• ���lu II I. �Pn ILI Il lu ���o, I,„�, .�� �.���, w h��ol' x x M1r., x '
<br />• „ !"� �T ,, < s-.., - - 1 y N 'q„ i'M h fi ll- %' dl /( llll •. I I �( 3 Thin `J t Gt not ,,• � /4 - O,.
<br />M tt(40 1 . 3�2 shown. 5�2 Metal ('fox Spacer
<br />10 ec5 h yes.- 5 t i f f e.r3er ccxci�, I � end Posh
<br />_ Squoxe. cu! or;n _ re` - �- or 1 -1n 516,m of web.Ao_Cu} fit► a5her
<br />x x N x
<br />ec �f Y4 �. Wc�+51� cry-oc�c r
<br />T
<br />.� 'a1 �1/„xtq " IU - tw n o1#s 2/ 2y
<br />v C I� ��. W >3 k �1 { V11 x fie ce hJ i 2 _ 9 - ;2
<br />�Yzy rG x U tJ 5it�ttCd 11o3C5. 1 r \ I� y - / 1 2 -
<br />H 0 r••1 M c 9 - C'1 4E],. , - ��� Q �= ail °� " X3i8 xo,-8„ CT -- Cv►#
<br />+ t / x 2 -c� H.S. rc�c3,s threaded tS
<br />/, cock washer s
<br />' .a •� , -a weld n ,.� t t o�.
<br />��a o •i �, bosh Crds) to}c,�1 2 (with 3 hVA. nutg - +` --3j4 HS
<br />I ��r rod) / 0 - �/ ' 1'- H. rod �.c�ck YJv,shers (,) 1 bolts with
<br />r+ Slotted ho1cS +t�-
<br />�-
<br />. �� thr de b e- . 2 �; 3 „ hex r, ut s .
<br />v -. Cut Wcoher /' f3. G R. /4
<br />�.
<br />`n .,, - ( }h he ,nut Pcr ±god �olI dies i- �'• * --- �1
<br />, � HIS too t #•s w �' h
<br />.. wire qp 3" pitch around boss,Nex r�u}S
<br />�� - - - _ -- _ - --- to Ln
<br />DETAIL X DETAIL Z _.
<br />JL
<br />vo- I - : . ,1 ♦ - @. V I _ _ oa. .,ii I. 'm olul ul ul luu 'L. Ji /f ;III' nuui a. I. ,Id
<br />..� -=�`. \�_ \Nct5her. -� NOTES:
<br />/ I
<br />u,,��--_— - _� �, `.fi �+ `/.� j _ l%jnt}' �1a +�� i. Posts shall be vertical.
<br />\ R L .' 'ram \, tr - ■ ' , w
<br />' r I _ � �"/ / YT� ,f)+ fir V -, _ �� - � � ,, { „ /.� 2. Tubing shall be shop bent to fit horizontal curve
<br />�� N� �"`�` - _ ------ _ ,/ 1 __ -' �- Z CO�JC l �}7•) when curve radius is less than 950' .
<br />A>~ a .+, H N I} �; } 3. Tubing shall lie parallel to vertical alignment.',
<br />R OG►. ,� 4. Tubing shall be co tinuous over not less than 3
<br />- _
<br />- g
<br />k u >� ti 4 >4 -..r N A X 2 " N.S. r`C?d5 (ti1t•eC�+dCd_ posts' with a minimum length of 3
<br />� intermediate
<br />a �.�. d Slo# for I ► b4b eds totes► (with �4 hCx. nub's a t '� _ 3',�x3/ xn - w ► ,
<br />o n� w I,V - Cc' O O : panels except a s noted.
<br />.. © vertical adjustmen} 3der rc d.). fir 'l " � x t'- H ro t ead d - � t� x noted.
<br />�- L 5. permitted,mor thae ceptn one taspice per panel is
<br />O -4-1
<br />1 o ro tf+A A, �/ s"tiC Cxd t3 cY1 } q1'h rigs tot 2 Ith f1�x U+5 \ b. Space posts to provide P-b" min clear between
<br />SECT ION
<br />�' tCCJ,I expansion joints and �, of post.
<br />�► a � PGr rn �
<br />p 7. Rail joints in top and bottom tubes at deck expan-
<br />JC is . a - c
<br />v O u At � � RAIL POST DETAILS -THIN SLAB sion joints shall provide allowance for movement
<br />Io y _ with corresponding
<br />...M
<br />,,, � �r. I � equal to width of deck joint
<br />w 04V) 01 0�I,♦ a T increase in length of sleeve.
<br />I
<br />I S ® ;, S CTION C C
<br />/ 8.. Railing on bridge wingwalls to be placed after
<br />,so walls are backfilled.
<br />V go,,. 9. Stud bolt nuts -shall be torqued to 175 ft lbs.
<br />� 0V>r©
<br />� 10. Anchor bolt nuts snail be wrench tight.
<br />44 o 0%
<br />of r
<br />a 10 _+ $4 .+ Z
<br />�4�V to
<br />14,
<br />!D ri ID V
<br />fir oiu 3
<br />Auv
<br />Cfl •.1 I ........
<br />i PROJ.ECT ENQlNjE' R 0ATK. CHECKED BY
<br />*v ,
<br />NAME
<br />(10
<br />1' a
<br />:
<br />' 11. Galvanize rail assembly after fabrication.
<br />12. Designed by AASHTO dated 1973 and interim SpecifiFt
<br />-
<br />m '. cations dated 1974, 1975 and 1976.
<br />EC0. RD ♦13. Design height of rail is bas4d on a future overlay
<br />{ f of 3 inches maximum.
<br />. —� I II ,I�mu�ulll,la,l yuu'�Ilr'll' Illif�llllllilllitllldl.III,I
<br />�tirj Gi,€`Uj��'-I"s,__!:f�w_ ��._ __ BRIDGE NO. - 4./__ _
<br />' �- •' Ay)'f"A I?:a�.. C.f �RPl �t��gi �.��1 uJ�""'4 'r B-j. Sj �p. �'�'�f '�,_+n�'� 'd��,,;-; li - �_ ---- --- ----- --' -----^-- -- - — — --- --------`----------- -- -,—
<br />C� POST MILE
<br />METAL TUBE BRIDGE RAILING - TYPE 115_
<br />-. .. .. _ .,,... .,. 1 1110 ... - . T, n .. -- - M .'.Fz*': •, ?F -_ _• '- -
<br />DATE SUBMITTED BY DATE APPROVAL RED MMLNDED8Y t�►TL �4 ^�� _ SHE�t TOTAL
<br />MILE_ RD - BRIDGE-_N
<br />PROD ACT E1GH O 1043 NO. SH�Et$
<br />_- - - _-- -- - - - F - - COUNTY,'OF BAN ACLU I !
<br />���!� /85- �' a • DRAWING NO.
<br />I
<br />STATE NO. 29C-114
<br />
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