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B108 - B113 (Bridge)
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B108 - B113 (Bridge)
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Last modified
1/23/2024 1:03:30 PM
Creation date
1/23/2024 12:02:24 PM
Metadata
Fields
Template:
Bridge Maps
Project
Atchinson, Topeka & Santa Fe R.R. Bridge-1985 at Bacon Island Road Underpass #1511
Year
1985
Roads Worked
Bacon Island Rd.
Red Lines
No
Supplemental fields
Bridge #
Cross Ref
B108 - B113 (Bridge)
Document Relationships
A.T. & S.F. R.R.
(Message)
Path:
\VAULT MAPS\*CARD CATALOG*\A
A.T. & S.F. R.R. Bridge (Bridge Card)
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Path:
\VAULT MAPS\*CARD CATALOG*\A
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..Z 7 <br />r <br />r4, v <br />ANCHOR BOLT ABI <br />4 0/56 <br />W/ / �� &1e 0;4 <br />(o <br />r-� <br />CONNECTION _BAR CBI <br />/-8,r-6x-3/4'y03 <br />*n� <br />PLATE PI <br />.rVi�,rlt ze eol �r t�v-lc,.� rein <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />ANCHOR ROD ARI <br />/-,&ar / 4 "4' x /'-40 (Plain) <br />/ve7n-"2W c 4�4 r 7 2Lr/Cc yyr <br />COVER PLATE CPI <br />/ -- r!'. -316 x /0 x -z o <br />bir--- <br />BOLT LBI <br />/-501- -3/.d fix l -3 t'4far-,-g� <br />ieoCa9= /.z`4 <br />0 <br />0 <br />0 <br />PILE PLATE PP2 ecr, 7 <br />CURB ANGLE CA2 <br />c�ralvraniz� c'�r � �ar-i�7�io� <br />---ph <br />WASHER WI <br />/ -- 8or- 4 x -3/4 4 <br />fit`✓oma iz � � �'�'r- � �ricc� �ic� . <br />bk - 74Vp - ' <br />8y, LS <br />ESTIMATED WEIGHT OF STRUCTURAL STEEL= 2.97 TONS <br />NOTES: <br />STRUCTURAL STEEL: PLATES AND BARS SHALL MEET THE REQUIREMENTS OF <br />THE CURRENT A.S. .M. DESIGNATION: A36. SHEAR CONNECTOR STUDS AND THEIR <br />INSTALLATION SHALL MEET THE REQUIREMENTS OF SECTION 7 OF THE CURRENT <br />A.W.S. STRUCTURAL WELDING COLE D1.1 FOR GRADE 1020 SOLID FLUX FILLED <br />HEADED STUDS AUTOMATICALLY END WELDED WITH COMPLETE FUSION. STANDARD <br />BLACK PIPE SHALL MEET THE REQUIREMENTS OF THE CURRENT A.S.T.M. DESIGNATION: <br />A53. <br />FABRICATION AND WELDING OF PLATES AND BARS SHALL BE: IN ACCORDANCE <br />WITH CHAPTER 15, PART 3, OF THE CURRENT A.R.E.rA. SPECIFICATIONS FOR STEEL <br />RAILWAY BRIDGES. <br />SHOP NOTES: PLATES AND BARS SHALL BE FLAT AND LEVEL; STRAIGHTEN <br />AS REQUIRED. <br />OPEN HOLES: AS NOTED. SHOP PAINT: NONE. <br />GALVANIZING: ABI, ARI, CA2, CP2, PI AND Wl SHALL BE GALVANIZED <br />A;'TER FABRICATION IN ACCORDANCE WITH THE CURRENT A.S.T.M.0DESIGNATION: <br />. <br />A123 AND A153, AS APPLICABLE. r <br />AFTER GALVANIZING, ALL ITEMS SHALL BE FREE OF FINS, ABRASIONS, ROUGH <br />OR SHARP EDGES, AND OTHER `'URFACE DEFECTS. NUTS SHALE, BE TAPPED OVERSIZE <br />AFTSR GALVANIZING TO PERMIT ROTATION ON THE THREADED BAR. AB.I SHALL <br />BE SHIPPED WITH THE NUT ON THE THREADED BAR. <br />
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