BR 6_0 Rehab Cap Fabrication.pdf

PDF 491 KB Posted Jun 24, 2025

Attached to: 25-46 ARRC ITB BR 6. 0 Bridge Cap Fabrication
Solicitation number: 25-46 ARRC ITB BR 6.0 Bridge Cap Fabrication
Issued by: Aleutians East Borough, Alaska

About this file

Written by GovTribe AI · Jun 30, 2025

This is an engineering design document for the Alaska Railroad Corporation's Bridge 6.0 Rehabilitation Cap Fabrication project, dated May 2025. The document contains detailed technical drawings and specifications for fabricating nine different bent caps (B1-B9) for bridge rehabilitation, with each cap being a W-shape steel structural component approximately 14'-0" long. The bill of materials indicates each bent cap weighs between 3489-3554 pounds and will be fabricated using W14X211 steel sections with ASTM A709 (Grade 50W) material specifications. The project is being managed by the Alaska Railroad Corporation's Engineering Services department, located in Anchorage, Alaska.

The fabrication notes specify that work must be completed in accordance with the AREMA (American Railway Engineering and Maintenance-of-Way Association) Manual and various ASTM standards. Welding requirements are detailed, mandating compatible base metal properties and minimum tensile strength. Delivery and shipping instructions follow AREMA Chapter 15 guidelines, with provisions for marking, packaging, and handling materials. The technical drawings provide precise dimensional details, including plate thicknesses, stiffener placements, and specific geometric requirements for each bent cap, ensuring precise manufacturing specifications for the bridge rehabilitation component.

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File	Type	Posted
Addendum 1 25-46 ARRC ITB BR 6.0 Bridge Cap Fabrication.pdf	PDF	Jul 3, 2025
25-46 ARRC ITB BR 6.0 Bridge Cap Fabrication.pdf	PDF	Jun 24, 2025

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MAY 2025

ALASKA RAILROAD CORPORATION

ENGINEERING SERVICES

P.O. BOX 107500, ANCHORAGE, ALASKA 99510-7500

CAP FABRICATION

BRIDGE 6.0 REHABILITATION

VICINITY MAP

A L

A S

K A

R A

I L R OA D COR

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E S T . 1 9 14

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P:\ENGINEERING\BRIDGES\BR 006_0 SALMON CREEK\2025 REHAB\BR006.0_REHAB.DWG

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5/22/2025 10:13 AM

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ENGINEERING DEPARTMENT

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P.O. BOX 107500 BOX 107500 ANCHORAGE, ALASKA 99510-7500

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SHEET

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YEAR

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AFE NO.

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A/E FIRM

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DRAFTED BY:

AutoCAD SHX Text ALASKA RAILROAD CORPORATION PO BOX 107500, ANCHORAGE, AK 99510-7500 327 W SHIP CREEK AVE ANCHORAGE, AK 99501 (907) 265-2300

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COVER SHEET

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BRIDGE 6.0 REHABILITATION

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NTS

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KUSKOKWIM RIVER

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KOYUKUK RIVER

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%%UANCHORAGE

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YUKON RIVER

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TANANA RIVER

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SHEET INDEX

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SHEET #

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TITLE

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COVER SHEET

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NOTES AND BILL OF MATERIAL

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BENTS 1 & 2 CAP DETAILS

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BENTS 7-9 CAP DETAILS

BILL OF MATERIAL

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DESCRIPTION

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PIECE MARK

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TYPE

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SIZE

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LENGTH

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UNIT WEIGHT (LBS)

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QUANTITY

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TOTAL WEIGHT (LBS)

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MATERIAL GRADE

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REMARKS

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BENT 1 CAP

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W-SHAPE

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W-SHAPE AND PLATES: ASTM A709 GR 50W3

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ASTM A588 IS AN ACCEPTABLE ALTERNATIVE

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BENT 2 CAP

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W-SHAPE

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W-SHAPE AND PLATES: ASTM A709 GR 50W3

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ASTM A588 IS AN ACCEPTABLE ALTERNATIVE

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BENT 3 CAP

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W-SHAPE

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W-SHAPE AND PLATES: ASTM A709 GR 50W3

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ASTM A588 IS AN ACCEPTABLE ALTERNATIVE

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W-SHAPE AND PLATES: ASTM A709 GR 50W3

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W-SHAPE AND PLATES: ASTM A709 GR 50W3

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W-SHAPE

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W-SHAPE AND PLATES: ASTM A709 GR 50W3

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ASTM A588 IS AN ACCEPTABLE ALTERNATIVE

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BENT 8 CAP

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W-SHAPE

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W-SHAPE AND PLATES: ASTM A709 GR 50W3

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ASTM A588 IS AN ACCEPTABLE ALTERNATIVE

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W-SHAPE AND PLATES: ASTM A709 GR 50W3

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ASTM A588 IS AN ACCEPTABLE ALTERNATIVE

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PROJECT:

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P:\ENGINEERING\BRIDGES\BR 006_0 SALMON CREEK\2025 REHAB\BR006.0_REHAB.DWG

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5/22/2025 10:14 AM

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PUBLISHED CTB

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ENGINEERING DEPARTMENT

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P.O. BOX 107500 BOX 107500 ANCHORAGE, ALASKA 99510-7500

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A/E FIRM

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DRAFTED BY:

AutoCAD SHX Text ALASKA RAILROAD CORPORATION PO BOX 107500, ANCHORAGE, AK 99510-7500 327 W SHIP CREEK AVE ANCHORAGE, AK 99501 (907) 265-2300

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NOTES AND BILL OF MATERIAL

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BRIDGE 6.0 REHABILITATION

FABRICATION NOTES: : REFERENCE DOCUMENTS: 1. AMERICAN RAILWAY ENGINEERING AND MAINTENANCE-OF-WAY ASSOCIATION FOR RAILWAY ENGINEERING 2024 (AREMA MANUAL) AMERICAN RAILWAY ENGINEERING AND MAINTENANCE-OF-WAY ASSOCIATION FOR RAILWAY ENGINEERING 2024 (AREMA MANUAL) 2. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) 3. AMERICAN WELDING SOCIETY (AWS) BRIDGE WELDING MANUAL, AWS D1.5 2020 AMERICAN WELDING SOCIETY (AWS) BRIDGE WELDING MANUAL, AWS D1.5 2020 FABRICATION: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE AREMA MANUAL UNLESS SPECIFIED OTHERWISE. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE AREMA MANUAL UNLESS SPECIFIED OTHERWISE. 2. THE FABRICATOR SHALL ACCOMMODATE THE QUALITY ASSURANCE EFFORTS OF THE ALASKA RAILROAD CORPORATION, OR ITS DESIGNEE, AT THE FABRICATOR'S FACILITIES. THE FABRICATOR SHALL ACCOMMODATE THE QUALITY ASSURANCE EFFORTS OF THE ALASKA RAILROAD CORPORATION, OR ITS DESIGNEE, AT THE FABRICATOR'S FACILITIES. 3. WELDING; WELDING; 3.1. WELD ELECTRODES SHALL BE COMPATIBLE WITH BASE METAL PROPERTIES AND SHALL HAVE A MINIMUM TENSILE STRENGTH OF 70,000 PSI. WELD ELECTRODES SHALL BE COMPATIBLE WITH BASE METAL PROPERTIES AND SHALL HAVE A MINIMUM TENSILE STRENGTH OF 70,000 PSI. 3.2. USE 1/4" HOLDBACK ON FILLET WELDS. USE 1/4" HOLDBACK ON FILLET WELDS. 3.3. ALL WELD SPLATTER AND SLAG SHALL BE REMOVED. ALL WELD SPLATTER AND SLAG SHALL BE REMOVED. 3.4. ALL WELDERS SHALL BE QUALIFIED FOR THE WELD PROCEDURE PER AWS D1.5. ALL WELDERS SHALL BE QUALIFIED FOR THE WELD PROCEDURE PER AWS D1.5. 4. WELD TESTING; WELD TESTING; 4.1. ALL FILLET WELDS SHALL BE 100% VISUALLY INSPECTED AND 25% MP INSPECTED. ALL FILLET WELDS SHALL BE 100% VISUALLY INSPECTED AND 25% MP INSPECTED. 4.2. INSPECTIONS SHALL BE PERFORMED BY AWS INSPECTORS CERTIFIED PER AWS D1.5. INSPECTIONS SHALL BE PERFORMED BY AWS INSPECTORS CERTIFIED PER AWS D1.5. 5. WELD REPAIRS; WELD REPAIRS; 5.1. ALL DEFECTIVE WELDS SHALL BE REPAIRED PER AWS D1.5 AND RETESTED UNTIL THEY PASS ALL DEFECTIVE WELDS SHALL BE REPAIRED PER AWS D1.5 AND RETESTED UNTIL THEY PASS 5.2. CRITICAL REPAIRS SHALL COMMENCE ONLY WITH THE ENGINEER'S APPROVAL CRITICAL REPAIRS SHALL COMMENCE ONLY WITH THE ENGINEER'S APPROVAL DELIVERY: 1. MARKING AND SHIPPING SHALL BE IN ACCORDANCE WITH AREMA CHAPTER 15, SECTION 3.6, ARTICLE 3.6.1-MARKING, PACKAGING AND LOADING. MARKING AND SHIPPING SHALL BE IN ACCORDANCE WITH AREMA CHAPTER 15, SECTION 3.6, ARTICLE 3.6.1-MARKING, PACKAGING AND LOADING. 2. ALL COMPONENTS SHALL BE DELIVERED AS SPECIFIED IN THE CONTRACT DOCUMENTS. ALL COMPONENTS SHALL BE DELIVERED AS SPECIFIED IN THE CONTRACT DOCUMENTS. 3. FABRICATOR SHALL FIX OR REPLACE ANY COMPONENTS DAMAGED OR LOST DURING SHIPPING INCIDENTAL TO THIS CONTRACT. FABRICATOR SHALL FIX OR REPLACE ANY COMPONENTS DAMAGED OR LOST DURING SHIPPING INCIDENTAL TO THIS CONTRACT. 4. ALL MATERIALS F.O.B: ALL MATERIALS F.O.B: WAREHOUSE 1 485 OCEAN DOCK RD ANCHORAGE AK 99501

1/2" STIFFENER, TYP

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P:\ENGINEERING\BRIDGES\BR 006_0 SALMON CREEK\2025 REHAB\BR006.0_REHAB.DWG

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5/22/2025 10:14 AM

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PUBLISHED CTB

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ENGINEERING DEPARTMENT

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P.O. BOX 107500 BOX 107500 ANCHORAGE, ALASKA 99510-7500

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YEAR

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AFE NO.

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AS NOTED

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A/E FIRM

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CHECKED BY:

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DRAFTED BY:

AutoCAD SHX Text ALASKA RAILROAD CORPORATION PO BOX 107500, ANCHORAGE, AK 99510-7500 327 W SHIP CREEK AVE ANCHORAGE, AK 99501 (907) 265-2300

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BENTS 1 & 2 CAP DETAILS

BRIDGE 6.0 REHABILITATION

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P:\ENGINEERING\BRIDGES\BR 006_0 SALMON CREEK\2025 REHAB\BR006.0_REHAB.DWG

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5/22/2025 10:15 AM

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P.O. BOX 107500 BOX 107500 ANCHORAGE, ALASKA 99510-7500

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BRIDGE CAP

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AutoCAD SHX Text 7 3/8"

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CLIP 1 1/4" TYP.

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SECTION VIEW

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PROJECT:

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SHEET TITLE:

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P:\ENGINEERING\BRIDGES\BR 006_0 SALMON CREEK\2025 REHAB\BR006.0_REHAB.DWG

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5/22/2025 10:15 AM

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PUBLISHED CTB

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DRAWING LOCATION

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DATE TIME

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SCALE

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ENGINEERING DEPARTMENT

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P.O. BOX 107500 BOX 107500 ANCHORAGE, ALASKA 99510-7500

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SHEET

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YEAR

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AFE NO.

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AS NOTED

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A/E FIRM

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CHECKED BY:

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DRAFTED BY:

AutoCAD SHX Text ALASKA RAILROAD CORPORATION PO BOX 107500, ANCHORAGE, AK 99510-7500 327 W SHIP CREEK AVE ANCHORAGE, AK 99501 (907) 265-2300

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KEY MAP

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DJS

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ARRC

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DJS

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BENTS 7-9 CAP DETAILS

File details come from the government source that posted it. Updated Jun 30, 2025.