|
-7,i6 x 4 %2.,
<br />3 3!/4„
<br />r ••,a
<br />Slotted Hole
<br />-=
<br />E.dc3e of
<br />slotted hole
<br />m vw9 O M
<br />-4 •4 o
<br />S:eev�
<br />ELEVATION
<br />a 4n 44
<br />r_ N -
<br />3/8' HS F3olt with
<br />0
<br />Hex hec+d, Cu+ and
<br />w •a .r.l e
<br />oGdw ay
<br />f aUe
<br />�ock washer;.
<br />r
<br />S Q M -4
<br />avu0vW�z�
<br />- -
<br />2„ 4,1 g" Minim Si_ 6o'6Au•p 0. 3/t(, )L t" min.
<br />tight fit.
<br />hole neer r' I
<br />hole near side. - -
<br />SLE E V E S SECTION S -S
<br />6o°
<br />e F0
<br />' gal clns�d� SHOP FABRICATION -WELDED TUBE SPLICE Abutmf
<br />roll tube '`nd thusly
<br />1
<br />CIO -Ce e170' of Tube _
<br />bVith
<br />DIST. I COUNTY ROUTE POST MILES --TOTAL PROJECT I 5414T I rOr..
<br />lJ 1 �•••
<br />I r-0, f►c s�dc _
<br />' " 1 MTf AMMrs
<br />a 2 4 iL
<br />- -- - -- --- M►�.
<br />-,9 0 ' o 19
<br />E+nd pr s+ 2" P05
<br />21. S� C T 1 C� N
<br />rce
<br />i
<br />o
<br />No e. /g nLt 3/d'r,ut (Tock &e►o to sleev�)� , !fie }at '3earn Rail �
<br />6 W8 -M 1 eve 1' - I /HL
<br />rro+ b e r e p I G ce d !-- ---- — 2 �2 INiayt�4/i I 1_ n T yp ►ccs,
<br />with drill `d Sand ' ' 'Elld Dorf lNin9`vo� End 1905t
<br />tapped hole i n or match deck joint 61_ nil
<br />Sleeve. ee N - �� , ---- - - - I �'Abuf/flenf g 0" Max �'os` Spc�cl,,
<br />r - - -' l�bofir�eof
<br />PLAN PLAN
<br />PLAN
<br />"t '
<br />1
<br />11 II "tCcarr, .Ro,%t 10— ' _k') + --•t-- ' -� - 2 - O" ev)d ezct lnit�
<br />DETAIL A TUBE SPLICE DETAIL"C" �'Uy be- �u} �rnm
<br />-' C l+zrncs, I ve- terrnlilali
<br />Scc+Ion or �c�br�ccxted.
<br />-0 r•
<br />C Co Tn t 5 -- + '7 Pck �;m,fs- MF3GR I �.er�c��h dor Paly� �r,t
<br />-- � s n . cad �a ,- y r—
<br />S moo. t:5 ' (Type li5)
<br />bo h cr t
<br />�4 >< /Q x p -;�/4" �djusheight to Torovlde
<br />YJaSt �r- --- a smooth tra,;�sitior� from e I�,� End 'PO514-
<br />most to typical, W. -G R heic�hf.
<br />i
<br />- - ��: i _
<br />v` � Ca I Ir J �C5T X x `
<br />H H oak 1 _ t _ _ T S 4 4 .25
<br />r � CV
<br />O U' she - -� - IJeek
<br />azo Q Wa,5hcr - -- -
<br />F Q ` Cu W a her
<br />2 Joi nis in one �ocxc,c's+c�ggc rid as
<br />shown, p�r�i+ted only cit c�ec1� �xpars�on
<br />Length Joln+s.
<br />%r (�d,ym�nf (Type. 11S) _
<br />Typ
<br />Sec Noire 4
<br />611
<br />th ,e h6l f
<br />lengt 5cL ota` �, - - S,otted n 4,1 Me,fal FDox --y- Q" Tch o% de.Gk
<br />� F u�,', 4�,,� tea,+� rl SECTION ��bf ' Spacers
<br />r
<br />11 Abrifi�e�t
<br />No � • - -- -low C) c) l e.'
<br />1%4 4) PRO s o\n
<br />Das N 3 2 3
<br />13o I t a.+ — o o SECTION E L E VAT I O N �'A6ufinent
<br />w��A''= 10'
<br />40 S hp S TI I DETAIL 11611
<br />f - , „ METAL BEAM APPROACH - w°3 5 wire nor RAIL ELEVATION
<br />,� .• Al POT AL %� �M � � Th 51 b + � X. 4 x �� ,n X , -0.
<br />o .J 4Jv Q �gare cam` cc- car.; ;d
<br />U114 b
<br />o $4
<br />T. 5.
<br />of or m -+G
<br />wino
<br />In •#4 7 w U I
<br />10 ' 9) 1I
<br />U y n i l 19
<br />Vi
<br />Vx u l-1 'Sintted hol.s. i x
<br />.c U J ..
<br />41 r to a -.+4-1 ro
<br />' x ''-C7 H.S. rads (threaded
<br />o a� -4A.4 ► 2I a l/4
<br />'" �' )1'
<br />a C both ands) tot2 (with 2) he,x. nuts
<br />C 0 o a c �� II
<br />du�
<br />H r♦ E to r row )
<br />cV
<br />_� X 0 1 i i(10
<br />1i W3,5 wire ID 3'pitch olrouc,d bolts.
<br />N
<br />•O A� ueiw a ` - 0 11 IX I I
<br />G V \N Washer. C C
<br />10 •• A c a E� d - t- - - L_ -+- -
<br />U -J u v-
<br />- --
<br />rp V V
<br />R+ $1 0 In
<br />4-) u u 1e-4 H ----- cv Q X C� H S rods (threcxdcd
<br />a &4S a "a Slot for both er�ds) tcta', 2 ;with 4 hex. nLA�s
<br />1 .0 00 vertical adjustrncnt
<br />0�T C fa U) W, SECTION A -A
<br />N A • 4 M IBJ
<br />' C w RAIL POST DETAILS -THIN SLAB
<br />OiJ•4a On 1:0
<br />►d JJ � u o
<br />w�cn N
<br />r ••,a
<br />m vw9 O M
<br />-4 •4 o
<br />a 4n 44
<br />r_ N -
<br />0
<br />w •a .r.l e
<br />G O to '4'a . 4
<br />r
<br />S Q M -4
<br />avu0vW�z�
<br />- -
<br />N -41 -/4 i.+ 7 G r
<br />O �1IC-4 OaUU 3
<br />O
<br />t6o
<br />�4 A u v
<br />z3
<br />IPROJECT
<br />ENGINEER
<br />DATE
<br />CHECKED BY
<br />--
<br />----
<br />67
<br />R5 3 3 In a no loos}- �SrShown. 'ltCn Cr Ccs,ci-, � F -id - �
<br />Me,+o,t �Ux S(✓GG�;
<br />-i-•`
<br />51 d e of web. Cu+ W cxsher
<br />1
<br />3 T:
<br />4 \�
<br />2/' �
<br />C - --- — WGS� Crs �- ,�- - Lock
<br />('Je, ween Molts L- 9 - ?
<br />41
<br />/g xo_ 3 (,Teck / YJasl-�et•s
<br />weld r, L;-
<br />3/4' H S
<br />pock YJash�rs 1 � s� bolts with potted hc�, c,5 I n
<br />Cut Washer R. /Q,1 hex fr'��ts.
<br />f�n':t• ;a t i� _/�� 4=' HS 2)olts with ---_
<br />HCX rlv.t5. II 11
<br />DETAIL X DETAIL Z
<br />NOTES:
<br />1 . Posts shall be vertical.
<br />2. Tubing shall be shop *ent to fit horizontal curve
<br />when curve radius is less than 950'.
<br />3. Tubing shall be parallel to vertical alignment.
<br />�- 4. Tubing shall be continuous over not less than 3
<br />intermediate posts, with a minimum length of 3
<br />C . J O panels except as noted.
<br />5. No more than one tube splice per panel is
<br />,.b permitted, except as noted.
<br />'1eX �S�S 6. Space posts to provide P-6"min clear between
<br />-- T Iccs,i expansion joints and C, of post.
<br />L yP 7. Rail joints in top and bottom tubes at deck expan-
<br />sion joints shall provide allowance for movement
<br />/ equal to width of deck point with corresponding
<br />SECTIONC - C increase in length of sleeve.
<br />8. Railing on bridge wingwalls to be placed after
<br />walls are backfilled.
<br />9. Stud bolt nuts shall be torqued to 175 ft lbs.
<br />1Q. Anchor bolt nuts shall be wrench tight.
<br />11. Galvanize rail assembly after fabrication.
<br />12. Designed by AASHTO dated 1973 and Interim Specifi-
<br />cations dated 1974, 1975 and 1976.
<br />` 13. Design height of rail is bastd on a future o•.,erlay
<br />of 3 inches maximum.
<br />- o Changes By
<br />.1... =1111111114110P lowEWa-- ._ .� n ,.,,,rr.--.1�.... der Using This 1r►1eate 1
<br />-- 11 l ofor a" lon By I nsopc in
<br />a , -0 1 =_ - - I
<br />DATE APPROVAL RECOMMENDED BY DATE
<br />— _ -- COUNTY OF SAN JOAQU I N
<br />DATE SUBMITTED BY
<br />ld081_:�
<br />BRIDGE NO.-
<br />--POST
<br />O_—POST MILE
<br />METAL TUBE BRIDGE RAILING - TYPE 115
<br />SHEET TOTAL
<br />PROJECT EIGHT MILE RD. BRIDGE N0. 1043 NO. SHEETS
<br />DRAWING NO. 3/ '
<br />STATE NO. 29C-114
<br />z.$ *10
<br />
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