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k,
<br />S €f
<br />f
<br />• f
<br />i f
<br />f
<br />q/1�crx 4V1,4 33/,
<br />'L" `' $" M 1 rl, ,� ,. 1 �t K 018t. toyM11 Aoll11 ►Olt Nuts--tor�E rRojtct •��9 •,••
<br />Slotted Hole ._�_ ��c3p of 31o!'Med hole .-; �-+ ..•�. ..,� ,.. C�+Ct�up E . /it.>, x t min. y �r"rJ1� � t� S+c�cS i` S �... � n.2�.. �-
<br />16
<br />/411Z
<br />4 �.. L
<br />}Iola neGf '' � I "� , •ti•� �
<br />ELEVATION� and fc,�r Side.. � . . . �• '.. _ __.._ � Cimc��,,p 9oav shown. 4A 4 �►,��.....a_.__
<br />\ T/t hole n C ca r 516Z.
<br />1~'_='-- - = �------. __ _ ....._..� �- � � i.'�-_- T'i E� �S O � l�► � � �` t� � �" �,1` r�l l r 1 �;C,� � .. . (OHS f3olt with
<br />Hex head cut and Roadwa fa�.e SLEEVE -- S �'` ., �''
<br />1 (' y SECTION S S,� ��t�, ��u ----: ltn�
<br />lock washer,. ,• \ 0� t'uL-)E o. n9
<br />� 1 eve formed o f 3fl :� . .- +- F. l.. k..V�r►-C inKi, �_ T, � E. <; T t 0 N
<br />for s1ldlnq fi} IngIV� of� SHOP FABRICATION -WELDED TUBE SPLICE
<br />'
<br />6 - � - �! j'' 1 rGII tvb� hind thugl . L CE �°.� f3"iIC'N1 C _MST Ali.,. Q>Q� �t �f`-��` K.R:3
<br />Node' 3/g" nit M ! ! 3/8nut (rack weld to sleeve) -
<br />ma, be replaced I_.-rO -.•� 8 Minim Sl��v� • 1�2,. I. _ I �2" MCfVtt �4am Rc�it f 1
<br />with d r i l 1 e d G nd -r ---"` -- �' tom. 1 .�1
<br />topped hole in %2,� or match deck 'olnt , • CloSe end o�
<br />/t rI1, t`,nc3 too5t 141 C3 YypiCcs,
<br />J sleeve. tubes with /�2� , 6 c7 1�ir1,
<br />V G► I I M
<br />� -} �; � i �=r �� •�i ax.-CaogtySpcac,�,�.�
<br />PLAN, PLAN ,
<br />M�t�l �e��n•, i► -0 * ,,��,,. �. N PLAN,
<br />DETAIL A TUBE SPLICE Ir II mcxbe cut frrorn
<br />DETAIL, C altcc�r,at;vc terminal
<br />sectlarti or fabr►cat'ed. 2 J0104s in one ;oanel ��'a99e-�'�c� cxs
<br />Q 3hgwn �c:rr��it1'�+.d nr,ty ut dec't .+xpu►1gton
<br />4• 6 @ G. Tofot 5 �� -- N.5 RocSs the-CcAdCd �% >i x ; �i? den 4h for Pa rnent Lan 4 h -: Pay �Imlfs Mt~3GR �-_- - �.....���-lan��m�r1�r (Yy�oe it5� Joints, --
<br />�Oer �a�4 - - -- -- - -
<br />. I ------- — - �,P0. 115) .— ,,�.. ryP
<br />sea We f5', l 3/ 0. / �+ 0 •1 /a Adjust height t provide 6
<br />`� .. a' 4 o p ov de � g
<br />� ` N"ali f?e ni 2" '. - 'AWash ,r - ._ _� a smooth transition from a ;,,.-LCIG I"e.rnd 1005� ""� 44.
<br />r .L_: w� ... I \, Post to typical M-5.G.R. hey ht. -+ ,
<br />�' I �� �� 9 r3C � C--taetatt "A" typlocxi
<br />cHkvx Nut S -
<br />LoctA ,.� ! Ego s t' I '` - �_ t9 •- - - ---_ _ - __
<br />_f '00- T x 4 x .25 �� ._ ! �'' ---- - -- __-_-•_ -__--
<br />- ' ,' f Wa► She r a �►,.- ._ , Qv 3 _ G
<br />H.5 Pads tc� cs, 2 f _ � :� L'at Wns► e1- -
<br />ti tnrezwed u;t 1-11 �`�-t' - 1.Uc� wcis1,�.rs � , fib, � 1 /,ro - � �,\ - so R� ) -3 _ - '� T
<br />length see N�4c"13 ,a1 _� Slotte4i hale I 1-----
<br />N 9 ... �---- 9 o M I n.
<br />�v �. Metc*.i P.70x — --�--- To 0� deck
<br />I f Note V'• __ ___ - _� ; s 3,._ c� �v►I 4�t'1Ctrc�i'Ic3t'1 SECTION --- Min. :3loc�eerS �1• Gj Mtn_ ,Olnt.
<br />I " „ I lout i. w cic�. • 1
<br />1 (0 To Rods wind 1 4 F5r)ft0r+n
<br />aoas whzn 4A" 41� % 5yv%,X64-... q. ,ly PLAN ;y-r/'• ' '- I
<br />Bol+%a" o oSECTION ' ' ---
<br />_5E C T IO N E L E VAT I O N
<br />,' :•• s ' 10 DETAIL B �-
<br />�--` METAL BEAM APPROACH No+�.
<br />;.., RAIL POST ON WALL 2 ?%- - w 3.5 wire for RAIL ,ELEVATION
<br />x t g/1� !. 3%2 x 3/� Thin Slab not /a,.
<br />Stc���ed �-I '!GS. shown. 1�-- Metal �Ox S c�c�1
<br />- 0quare cu' or Srind %O ,. B St►ff ever each t End Paws[---->�- ��� P
<br />s 014 WY. _ - - _ A ; _ `3qutcxre cN4 or 31-1nd. Side of web. ``
<br />" -9 t; N �- `�' T 5. 4 x . 25 i cV but W cxghCr O l
<br />MUw I 4 ---- _ ► ,' ------ -_ II i _ �- - - - �4 �. WCA5h Cr3-- - - -- i.oc.c
<br />t�av b 1/�, xI/t� i i - �_ s _
<br />u i t i- I x `N 8 '� �i 0 F t L x �Je 'WCen fbolfs Z
<br />5of ed holes. i �• .� ,. W8 31 ___. -•_ 9 __- 12
<br />F3 _-----
<br />..•`! I I 6 t/ x - ►t
<br />w 3 v w I ; s - 4 � 2 C� H.S. rods threaded 1 3�2 x ie x0'•8 (Yc.�ck ,
<br />a � a� I I � _ •i � both ends) total 2 (with.; � hex. nuts � _ - M 0 ,� � I � � � '� -� weld nut to tom.}. `Nas yet S
<br />,_ i _� I Nrod ; _. N •'/8" t'•�' N.S. rods LACt Washers -3/4 N5
<br />0 -- u 3(threaded bc)fh Z06S tot. 2 •• ' Slotted hold IM1 bolts with
<br />1 u -. E Cuf WCxSher M. f3.�" R. „ � hex ru s.
<br />'- Cwith 3 hex nuts cr rail VI /aG t
<br />•i Ira W 3.5 wire 4 Y pifch around boors, W � A —-
<br />DETAIL
<br />�� ! `` t� S ibolis w 1� h A—
<br />• r+ - - - 1 fj cg 1 t• d a �-
<br />'� 11 11
<br />_ _ DET IL x '�`�� DETAIL Z II
<br />14 -01 Q- , 8 ---� p _ --- -- l
<br />INck s h e r . s �I i r N OTH y : 1 ,
<br />f
<br />Posts shall be vertical.
<br />j 2. rubin shall be shop Lent to fit horizontal curve
<br />:, �,� �2" C4 JC C� w 9 p
<br />eoif __�-_� __ �/ when curve radius is less than 950 .
<br />e ro - '• �' 3. rubiny shall be parallel to vertical alignment.
<br />N A rails Cthreaded ` M -�
<br />� -• '. � 4. rubiny shall Le continuous over not less than 3
<br />0,N `310t for - 11 b4h er,c�g} tOta� 2 C,with 4 hex, nU'S • _ , �`' -'"� �`•„)f x�f e(3`•�,• Q. �Na3h�:t's ' —__ intermediate posts, with a minimum length of 3
<br />o ti/ c't i r a o panels s except as noted.
<br />v e cal cxd�ust�m ant _3_- - e r r • .. p p
<br />w �«-� ` Slat for �► x 1-to H S. r d thr
<br />f '�t3 n S CC3�dC�.d � 5. No more than one tube splice per panel is
<br />040
<br />SECTION A, -.-.,A, ! YCrticat ad'ustc�,ent (:B� - ho�h ends total '� //�wi�'h h nest � permitted, except as noted.,+
<br />e t tal ' T�IC�4. 1r s (with 4 ox S 6. Space posts to provide P-b min clear between
<br />� Typ ►cal expansion joints and � of post.
<br />RAIL POST DETAILS -THIN SLAB ?. hail joints in top and bottom tubes at deck expan-
<br />p Sion joints shall provide allowance for movement
<br />SECTION B B RAIL POST DETAILS —THICK I L S TH[CK SLAB equal to width of deck joint with corresponding
<br />�. SECT ION C C increase in length of sleeve.
<br />sei f 8. R a ling on bridge winywalls to be placed after
<br />x RECORD DRAWING walls are backfilled.
<br />O� 9. Stud bolt nuts shall be torqued to 175 ft lbs.
<br />{I A 4� .• r
<br />Qp -4
<br />�fi`a I _ Corrections By -� 10. Anchor bolt nuts shall be wrench tight.
<br />x
<br />�-� 11. Galvanize rail assembly after fabrication. '
<br />. � No Charges By y
<br />AV . 12. Designed by AASHTO dated 1973 and Interim Specifi-
<br />• Date cations dated 1974, 1975 and 1976.
<br />'* z � - An Person Using This Drawing Should Veri�r,
<br />` e V 4� _ y g ,J 13, Design height of rail is bas@d on a future overlay
<br />•' All Infer+nation BY Inspecting The Site Of Work. of 3 inches maximum.
<br />H. Che.k TRUCT BRIDGE NG�.
<br />DESIGrt f'LvE�t•��a'c>vl. �ISKUi� State at' DIVISION © STRUCTURES
<br />K � If,. _ t he ke DESIGN SECTION - -- --- - - - -- - -
<br />f � OF -TAILS ��� john:� � . �31SKof : CALIFORNIA
<br />---- _-_ -- __-
<br />- ~PAST MILE
<br />.+ .-.... _ PROJECT ..
<br />_ ,
<br />_ `h"k�° METAL TUBE BRID R ING ,TYPE 115
<br />- DEPAIRTMEMT OF TRANSPO RTAi10�1 ENGINEER G I N L H R
<br /><
<br />t/y•.`si ..vv QUANTITIES F E
<br />" PROJECT ENGINEER DATE-- - _ CHECKED BY DATE SUBMITTED BY DATE APPROVAL. RECOMMENDEQBY DATE H�t<t
<br />�• 3 COUNTY OF / , PROJECT X/L,0 Rae Ark, 0 Me, No. SHEETS
<br />
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