2025-02-07 - BR_114.3_Ship Creek - 90% Steel Plans Submittal.pdf
PDF 6 MB Posted
- Solicitation number
- itb 25-11-314850
- Issued by
- Aleutians East Borough, Alaska
About this file
This is a 90% complete plan set from the Alaska Railroad Corporation for the fabrication and supply of bridge spans for Bridge 114.3, including two 79-foot deck plate girder spans and one 30-foot rolled beam span. The project involves detailed structural steel fabrication specifications, with key components including deck plates, diaphragms, bearings, walkway details, handrails, and other structural elements. The plans, dated February 7, 2025, contain comprehensive technical drawings and specifications for all bridge components, with detailed requirements for materials, assembly, and installation.
The project specifies structural steel quantities including two 79-foot deck plate girder spans at 278,500 lbs each and one 30-foot rolled beam span at 61,200 lbs, totaling 618,200 lbs of structural steel. Material specifications require conformance to ASTM A709 Grade 50 standards, with specific requirements for fabrication, welding, and galvanization. The shipping and handling requirements indicate delivery F.O.B. to PCC Logistics in Seattle, with coordination required for rail transport. The plans include specific weight limitations for shipping, with a maximum car weight of 263,000 lbs and requirements that unbalanced loads be limited to 20,000 lbs difference between truck ends.
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Text version
% SUBMITTAL
NOT FOR
CONSTRUCTIO
N
A L
A S
K A
R A
I LROAD CORPO
R
A T
I O
N
E S T . 19 14
FEBRUARY 07, 2025
ALASKA RAILROAD CORPORATION
CAPITAL PROJECTS
P.O. BOX 107500, ANCHORAGE, ALASKA 99510-7500
FABRICATION AND SUPPLY OF 2~79' DECK PLATE GIRDER
90% PLAN SET
SPANS AND 1~30' ROLLED BEAM SPAN FOR BRIDGE 114.3
NOT FOR
CONSTRUCTIO
N
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DP1 DP2
DP7
DP3 DP4
DP8
DP14 DP15DP6DP5
DP11
DP16 DP17 DP18 DP19
DP9
DP12
DP10
DP13
DP8
DP14 DP15
DP11
DP16 DP17 DP18 DP19
DP9
DP12
DP10
DP13
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% SUBMITTAL
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| Sheets and Views |
| BR_114.3_Ship Creek_01-Cover |
| BR_114.3_Ship Creek_02-Structural Notes |
| BR_114.3_Ship Creek_03-30 ft Beam Span - Framing Plan |
| BR_114.3_Ship Creek_04-30 ft Beam Span - Steel Details (1 of 2) |
| BR_114.3_Ship Creek_05-30 ft Beam Span - Steel Details (2 of 2) |
| BR_114.3_Ship Creek_06-30 ft Beam Span - Bearing Details |
| BR_114.3_Ship Creek_07-79 ft Beam Span - Framing Plan |
| BR_114.3_Ship Creek_08-79 ft Beam Span - Steel Details (1 of 2) |
| BR_114.3_Ship Creek_09-79 ft Beam Span - Steel Details (2 of 2) |
| BR_114.3_Ship Creek_10-79 ft Beam Span - Bearing Details |
| BR_114.3_Ship Creek_11-Walkway and Deck Plan |
| BR_114.3_Ship Creek_12-Steel Deck Details I |
| BR_114.3_Ship Creek_13-Steel Deck Details II |
| BR_114.3_Ship Creek_14-Steel Deck Details III |
| BR_114.3_Ship Creek_15-Steel Deck Details IV |
| BR_114.3_Ship Creek_16-Curb Beam Details |
| BR_114.3_Ship Creek_17-Walkway Details |
| BR_114.3_Ship Creek_18-Handrail Details I |
| BR_114.3_Ship Creek_19-Handrail Details II |
| BR_114.3_Ship Creek_20-Miscellaneous Details |
| BR_114.3_Ship Creek_21-Shipping Req (1 of 2) |
| BR_114.3_Ship Creek_22-Shipping Req (2 of 2) |
File details come from the government source that posted it. Updated .