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<br />13Xx 1/Vx 0, 13/4»
<br />3/a Ox21/2" 2" P_ Washer-, _ T.S. 4x4x.25
<br />Stud Bolts
<br />Hex Nut
<br />p N Post
<br />I I I Lock Washer =
<br />I I 1
<br />t s I - ��- 11/ta'x19tia
<br />Slotted hole
<br />Full penetration
<br />butt weld. SECTION
<br />PLAN ,y „
<br />DETAIL B
<br />11/16`x 19/16' A
<br />.slotted holes Square cut or grind
<br />xN 14„ 3»
<br />1 T.S. 4x4x.25
<br />o W 8x31
<br />r�
<br />See Detail "Y'
<br />1 �4 4) x 2' O H.S. rods
<br />(threaded both ends) total 2
<br />'o '`n N (with 3 hex. nuts per rod).
<br />12" Typ•
<br />#3 77Total 5 pairs
<br />bundled, equally spaced.
<br />N U-= o
<br />Bolt dla.+1Ag» 1/2" Cope (Typ.) 1104
<br />� 31h x -3/8�
<br />Note: W 3.5 wire for N 'Q B It i + /
<br />Stiffener each Z Thin e ° °'L 1 " °' 1 " 3 " "
<br />side of web -= Slab not shown. c cv +1/16 2 � 3 3 /2 x /f x 0 -8
<br />Slot for vertical adjustment- R Washer
<br />l 1
<br />Typical See Detail "D"~' 1"� x 2'-0" H.S. rods
<br />, SECTION C--C --+M A (threaded both ends) total 2
<br />,- SECTION A --A (with 4 hex. nuts per rod).
<br />Between Bolts
<br />(Tack weld nut to R) RAIL POST DETAILS --THIN SLAB
<br />Lock Washers 1P 1
<br />T� #4 M H per post. 06 total 5 H.S. Rods threaded
<br />--�Cut Washers t14' 81/2' 1'-11/2 both ends, total 2.
<br />,: „ Bolt dia. + 1/ 8 -•c f. - -�--� �" See Note " B„
<br />2 -0 end section -�.. 3 ..� � -�. „ f—
<br />DETAIL D --------- may be cut from 3
<br />-► -s-- 1'-0" Typ. 6,_0" Min.
<br />8'-0" Max. Post Spacing
<br />End Post PLAN
<br />2 Joints in one panel
<br />Length for payment MTBR Type 115 e
<br />( ) staggered as shown permitted
<br />"'r" only at deck expansion joints.
<br />-'�--- 5' ~` See Note 4 & 5 �•►-
<br />Detail "A" Typ• -" 1'-C'TYP•
<br />B. C.-„'''
<br />Top of deck
<br />R=5'-3"
<br />9"Min.-► -�- ,
<br />L L
<br />1,_6„ Min.
<br />Deck Ex .
<br />P
<br />Joint
<br />RAIL ELEVATION
<br />alternative terminal � N
<br />section or fabricated. �� I i ,2" -4" 8'- Min.
<br />Metal Beam Rail 1'-' �'± 1,_0"t - € } 01 M Wall R in 7/16 x41/2-3,�-!i4,,,
<br />e f. Slotted hole Edge of
<br />�- 2-#8 Min. slotted hole -'
<br />Lock Washers
<br />DETAIL C Q �.
<br />Cut Washers �� J / hole:- ne—On:-
<br />6x4x1/4 Min.x1 0„ Cut Washers - - - -- --- _ — —
<br />and for sid6l.
<br />51/» 13/4. Metal Box Spacer H.S. Rods total 2 Lock Washers Sleeve 7/16(0 hole near side.
<br />( End Post ,[� threaded full length. --� A ,� ELEVATION
<br />—i. Timber post shown. Type of See Note "B" N� ,. SLEEVE
<br />1 /4 �. �```r.� �. 318 H.S. Bolt with
<br />Washers post determined elsewhere. » o
<br />23/4" 13/4" Lock Washers See Detail "C" Note B' » hex head, cut and Sleeve is formed of 3/16 Z
<br />Metal Beam Rail �i 1 /4 0 Top Rods and R Washers » R /2 *< " lock washers. Roadway face
<br />r , r _e 1 Bottom Rods 31/2 x3/a x 0 - 8 of tube for sliding fit inside of
<br />►► when "A"=41/2" Bolt Dia. + 1/a" rail tube, bend thus :
<br />3/4 (P H.S. bolts 1 1 �/$"� Rods when "A"=10" ° -��
<br />21/2 9" 21/2 with hex nuts. x I
<br />s 1'-2" „ SECTION 21/2 ;, 4" �2f - — --� _ _ _ — 3/a nut (Tack weld tqt4 ,pleeve)
<br />Cut Washers Close end of tubes G 2
<br />with 3/16" RAIL POST 0 N WALL 9 '"' Note: 3/g" nut may 6" 8"Min. Sleeve
<br />Slotted holes in PLAN be replaced with 1�» or match deck joint :
<br />M.B.G.R. 3/4" 0 If- drilled and tapped See Note 7
<br />H.S. bolts with Length for payment hole in sleeve.
<br />hex nuts. M.T.B.R. (Type 115) P LAN
<br />DETAIL E Pay Limits-M.B.G.R. NOT
<br />�- 1. Posts shall be vertical.C�/
<br />Adjust height to provide o End Post
<br />smooth transition from end post 6�, 2. Tubing, shall be shop bent to fit horizontal curve
<br />� when curve radius is less than 950'. Backup � to typical M.B.G.R. height. 3. Tubing shall be parallel to vertical alignment. 3/18 x is, min.
<br />4. Tubing shall be continuous over not less than 3 D 3 tight fit.
<br />-t ---� t intermediate posts,, with a minimum length of 3 g
<br />Traffic side T.S. 4x4x0.25 -
<br />� � � panels except as noted.--T--rLr---- - �
<br />r
<br />f 1 5. No more than one tubes lice per panel is t I
<br />NY permitted, except as noted. » i t �-
<br />0"REC"" "1° 6. Space posts to provide 1'-6 min. clear between t L
<br />1,_0►, QSe
<br />ORD RACP expansion joints and q of ost.e Detail E' �',�rrP ------ ------ - _
<br />Ilk PLAN _ - �f --- -- - 7. Rail joints in top and bottom tubes at deck
<br />b „ » NoCltar,esa,� ����-��'� _ ex anslon joints shall provide allowance for
<br />�/8"Holes 4 4 4 9�� Metal Box Osta -�_3 ''`�` ��� movementequal to with of deck joint with s/d D SECTION D-'D,
<br />Mln. Spacers , . �" ; -
<br />�- to TF 'ifl 1 "Min. -' tiny Pelson Using (tits or3��iL� Shw (,-* �jl corresponding increase In length of sleeve. � FABRICATION
<br />—WELDED
<br />'€o 100101
<br />/4 -� 1 All Information lay Inspecting Yrie Site 1.3�° r' c 8. Railing on bridge wingwalls to be placed after H0P f ABRICATI0N
<br />3 1 /2 1 /2 walls are backfilled.
<br />End Post -� 31- `` '
<br />9. Stud bolt nuts shall be for ued to 175 ft-lbs.QA1Z 2"Post 10. Anchor bolt nuts shall be wrench tight. TUBE SPLICE
<br />4"2" SECTION SECTION ELEVATION 11. Galvanize rail assembly after fabrication.
<br />h00~ELEVATION 12. Designed by ASSHTO dated 1977 and interim o
<br />Specifications dated 1979 and 1980. „ „ Z
<br />M ETAL ' BOX S PACERS 13. Design height of rail is based on a future D ETAI L A TUBE SPLICE 6
<br />Z 1 � METAL BEAM APPROACH overlay of 3 inches maximum. z
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<br />b I °I IRAWN
<br />JDY
<br />DATE
<br />PAT DICHUPA 8/89 PROJECT ENGINEER, DATE CHECKED DATE SUBMITTED DATE ,P,JD DATE METAL TUBE BRIDGE LIVE OAK RD. ��.� w ��SHEET TOTAL
<br />NOSHEESCOUNTY OFSAN JOAQUIN NO SCALE PROJECT
<br />�.c. wHrlE r�,a/� Wy pAILIN (TYPE,ACrCSSPlXIe�Cr� �°FI�: NAME SRAWER HEET CADo..'
<br />i i sir.
<br />D.\UVE\OAK\MTBR 115
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