Page 1
P.O. BOX 107500, ANCHORAGE, ALASKA 99510-7500
ENGINEERING SERVICESALASKA RAILROAD CORPORATION
AL
ASK
A R
A I LROAD CORPORA
TIO
N
EST. 1914
BRIDGE 47.55SPAN REPLACEMENT
PORTAGE, AK
PROJECT :
TITLE:
AL
ASK
A R
AILROAD CORPORA
TIO
N
EST. 1914
BRIDGE 47.55SPAN REPLACEMENT
TABLE OF CONTENTS
1 14
TITLE PAGE
U:\ACAD\eng-projects\Bridges\BR 47.55\BR 47.55(10-3-16).dwg
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TABLE OF CONTENTS: 1. TITLE PAGE AND TABLE OF CONTENTS 2. SPECIFICATIONS 3. BRIDGE LAYOUT 4. FRAMING PLAN 5. BEAMS 1&2 DETAILED 6. BEAMS 3&4 DETAILED 7. STIFFENERS AND DIAPHRAGMS DETAILED 8. BRACKET DETAILS 9. DECK PLATE DETAILS 10. DRAINAGE DETIALS 11. BALLAST RETAINER, CURB PLATE AND CLOSURE TEE 12. GROUT PADS, BEARINGS AND BACK WALL EXTENSION 13. CHORD ASSEMBLY AND PICKING TEES 14. BILL OF MATERIALS
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DESIGNED BY:
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DRAWN BY:
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APPROVED BY:
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AFE NO.:
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CHECKED BY:
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ACAD FILE:
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P.O. BOX 107500, ANCHORAGE, ALASKA 99510-7500
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ENGINEERING SERVICES
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ALASKA RAILROAD CORPORATION
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AS NOTED
Page 2
1) REFERENCED DOCUMENTS: (LATEST EDITION)
2) MATERIALS
3) FABRICATION
4) COATINGS
5) DELIVERY
6) SUBMITTALS
A. SUBMITTALS LISTED BELOW MUST BE PROVIDED AND APPROVED BY THE ENGINEER BEFORE COMMENCING WORK.
1. ALL WELD PROCEDURES FOR APPROVAL.
2. WELDER CERTIFICATION FOR ALL WELDERS ON PROJECT TO SHOW COMPLIANCE.
3. NAME OF THIRD PARTY WELD TESTING AGENCY, IF APPLICABLE, FOR APPROVAL.
B. SUBMITTALS LISTED BELOW MUST BE PROVIDED TO THE ENGINEER BEFORE PROJECT COMPLETION.
1. MANUFACTURER CERTIFICATES FOR ALL MATERIALS STATING THAT THEY MEET THE APPLICABLE AREMA OR
ASTM SPECIFICATIONS.
2. ALL WELD TEST RESULTS.
C. IN THE INTEREST OF REDUCING DOCUMENT PREPARATION COSTS AND DELIVERY TIME, ALL SUBMITTALS MAY BE
PROVIDED IN ELECTRONIC FORMAT VIA EMAIL. IF SUBMITTALS ARE PROVIDED IN HARD COPY (PAPER FORMAT),
SUBMIT ONLY ONE COPY FOR ARRC REVIEW AND RECORDS, UNLESS ADDITIONAL COPIES ARE REQUESTED BY THE
ENGINEER. SUBMITTAL APPROVAL STATUS WILL BE RETURNED VIA EMAIL OR FAX.
PROJECT :
TITLE:
AL
ASK
A R
AILROAD CORPORA
TIO
N
EST. 1914
BRIDGE 47.55SPAN REPLACEMENT
2 14
SPECIFICATIONS
U:\ACAD\eng-projects\Bridges\BR 47.55\BR 47.55(10-3-16).dwg
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A. AMERICAN RAILWAY ENGINEERING AND MAINTENANCE-OF-WAY ASSOCIATION MANUAL FOR RAILWAY ENGINEERING AMERICAN RAILWAY ENGINEERING AND MAINTENANCE-OF-WAY ASSOCIATION MANUAL FOR RAILWAY ENGINEERING (AREMA MANUAL) B. AMERICAN SOCIETY FOR TESTING AND MATERIALS AMERICAN SOCIETY FOR TESTING AND MATERIALS 1. ASTM A123, STD SPEC FOR ZINC COATINGS ON IRON AND STEEL PRODUCTS ASTM A123, STD SPEC FOR ZINC COATINGS ON IRON AND STEEL PRODUCTS 2. ASTM A572, STD SPEC FOR HIGH-STRENGTH LOW-ALLOY STRUCTURAL STEEL ASTM A572, STD SPEC FOR HIGH-STRENGTH LOW-ALLOY STRUCTURAL STEEL C. AMERICAN WELDING SOCIETY BRIDGE WELDING MANUAL, AWS D1.5 AMERICAN WELDING SOCIETY BRIDGE WELDING MANUAL, AWS D1.5 A. STRUCTURAL STEEL STRUCTURAL STEEL 1. STRUCTURAL SHAPES, PLATES AND BARS: ASTM A572 GRADE 50. CHARPY TEST REQUIREMENTS FOR STRUCTURAL SHAPES, PLATES AND BARS: ASTM A572 GRADE 50. CHARPY TEST REQUIREMENTS FOR W36X182. REFER TO AREMA TABLE 15-1-2, ZONE 3. NO OTHER SHAPES, PLATES OR BARS HAVE CHARPY REQUIREMENTS. 2. BOLTS: ASTM A325 TYPE 1 BOLTS: ASTM A325 TYPE 1 ASTM A325 TYPE 1 3. NUTS: ASTM A563 NUTS: ASTM A563 ASTM A563 4. WASHERS: ASTM F436 WASHERS: ASTM F436 ASTM F436 5. ANCHOR RODS: ASTM F1554 GRADE 55 ANCHOR RODS: ASTM F1554 GRADE 55 ASTM F1554 GRADE 55 B. WELD ELECTRODES: WELD ELECTRODES SHALL BE COMPATIBLE WITH BASE STEEL MATERIAL PROPERTIES AND WELD ELECTRODES: WELD ELECTRODES SHALL BE COMPATIBLE WITH BASE STEEL MATERIAL PROPERTIES AND WEATHERING CHARACTERISTICS AND SHALL HAVE A MINIMUM TENSILE STRENGTH OF 70,000 psi. C. ELASTOMERIC PADS: ELASTOMERIC PADS: 1. BEARING PADS SHALL BE 100 PERCENT VIRGIN POLYISOPRENE (NATURAL RUBBER), 60 DURAMETER, BEARING PADS SHALL BE 100 PERCENT VIRGIN POLYISOPRENE (NATURAL RUBBER), 60 DURAMETER, FABRICATED AND TESTED IN CONFORMANCE TO AREMA CHAPTER 15, PART 5. 2. STEEL LAMINATES SHALL BE ASTM A1011, GRADE 36. STEEL LAMINATES SHALL BE ASTM A1011, GRADE 36. D. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE ASTM A615. A. 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. B. FIELD ERECTION, FIELD WELDING, FIELD BOLTING, CONCRETE WORK, AND CIVIL WORK ARE CONSIDERED BEYOND FIELD ERECTION, FIELD WELDING, FIELD BOLTING, CONCRETE WORK, AND CIVIL WORK ARE CONSIDERED BEYOND THE SCOPE OF WORK FOR THIS FABRICATION CONTRACT. C. WELDING WELDING 1. USE " HOLDBACK ON FILLET WELDS. USE " HOLDBACK ON FILLET WELDS. 14" HOLDBACK ON FILLET WELDS. 2. FIELD WELDS, TRANSVERSE TACK WELDS ON TENSION FLANGES, AND PARTIAL PENETRATION GROOVE WELDS FIELD WELDS, TRANSVERSE TACK WELDS ON TENSION FLANGES, AND PARTIAL PENETRATION GROOVE WELDS ARE PROHIBITED UNLESS SPECIFICALLY NOTED OTHERWISE. 3. ALL WELD SPATTER AND SLAG SHALL BE REMOVED. ALL WELD SPATTER AND SLAG SHALL BE REMOVED. 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. D. WELD TESTING WELD TESTING 1. ALL WELD TESTING PROCEDURES SHALL BE IN ACCORDANCE WITH AWS D1.5. ALL WELD TESTING PROCEDURES SHALL BE IN ACCORDANCE WITH AWS D1.5. 2. WELD TESTING TYPE AND QUANTITIES SHALL BE AS LISTED BELOW: WELD TESTING TYPE AND QUANTITIES SHALL BE AS LISTED BELOW: a. ALL FILLET WELDS UNLESS OTHERWISE NOTED SHALL BE 100% VISUALLY INSPECTED AND AT LEAST 25% ALL FILLET WELDS UNLESS OTHERWISE NOTED SHALL BE 100% VISUALLY INSPECTED AND AT LEAST 25% MAGNETIC PARTICLE TESTED. b. ULTRASONIC WELD TESTS SHALL BE PERFORMED BY AWS INSPECTORS CERTIFIED PER AWS D1.5. ULTRASONIC WELD TESTS SHALL BE PERFORMED BY AWS INSPECTORS CERTIFIED PER AWS D1.5. E. WELD REPAIRS WELD REPAIRS 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. 2. CRITICAL REPAIRS SHALL COMMENCE ONLY WITH ENGINEER'S APPROVAL. CRITICAL REPAIRS SHALL COMMENCE ONLY WITH ENGINEER'S APPROVAL. A. MASONRY PLATES, ANCHOR RODS, PIPE OUTLET AND U-BOLTS SHALL BE GALVANIZED PER ASTM 123. MASONRY PLATES, ANCHOR RODS, PIPE OUTLET AND U-BOLTS SHALL BE GALVANIZED PER ASTM 123. OR B. MASONRY PLATES, ANCHOR RODS, PIPE OUTLET AND U-BOLTS SHALL BE SPRAY METALLIZED WITH ZINC OR MASONRY PLATES, ANCHOR RODS, PIPE OUTLET AND U-BOLTS SHALL BE SPRAY METALLIZED WITH ZINC OR ALUMINUM PER AWS C2.18-93. PREPARE SURFACE TO WHITE METAL FINISH, SSPC-SP5/NACE NO. 1, WITH 2.5 MIL ANGULAR PROFILE. MINIMUM DRY COATING THICKNESS OF 8 MILS IS REQUIRED. C. ALL OTHER STEEL TO BE UNCOATED. ALL OTHER STEEL TO BE UNCOATED. A. MARKING AND SHIPPING SHALL BE IN ACCORDANCE WITH AREMA CHAPTER 15, SECTION 3.6, ARTICLE MARKING AND SHIPPING SHALL BE IN ACCORDANCE WITH AREMA CHAPTER 15, SECTION 3.6, ARTICLE 3.6.1-MARKING, PACKAGING AND LOADING. B. ALL COMPONENTS SHALL BE DELIVERED AS SPECIFIED IN THE CONTRACT DOCUMENTS. ALL COMPONENTS SHALL BE DELIVERED AS SPECIFIED IN THE CONTRACT DOCUMENTS. C. FABRICATOR SHALL FIX OR REPLACE ANY COMPONENTS DAMAGED OR LOST DURING SHIPPING INCIDENTAL TO FABRICATOR SHALL FIX OR REPLACE ANY COMPONENTS DAMAGED OR LOST DURING SHIPPING INCIDENTAL TO THIS CONTRACT.
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DESIGNED BY:
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DRAWN BY:
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APPROVED BY:
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AFE NO.:
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ACAD FILE:
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P.O. BOX 107500, ANCHORAGE, ALASKA 99510-7500
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ENGINEERING SERVICES
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ALASKA RAILROAD CORPORATION
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AS NOTED
Page 3
PLAN VIEW
A
B
CD
E
END SPAN
SECTION VIEW
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1/3 SPAN
SECTION VIEW
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ABUTMENT
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ELEVATION VIEW
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3 14
BRIDGE LAYOUT
U:\ACAD\eng-projects\Bridges\BR 47.55\BR 47.55(10-3-16).dwg
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3/16"=1'-0"
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3/16"=1'-0"
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3/16"=1'-0"
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3/16"=1'-0"
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W21X73 BALLAST RETAINER
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DECK PLATE 2
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DRAIN, TYP
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INT. BRACKET, TYP
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INT. DIAPHRAGM, TYP
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W36X182 BEAM SPAN, TYP
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W21X73 BALLAST RETIANER, TYP
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NEW GROUTE PAD
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BEARING ASSEMBLY
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END BRACKET, TYP
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END DIAPHRAGM, TYP
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W36X182 BEAM SPAN, TYP
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CLOSURE TEE
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CURB PLATE, TYP
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CONCRETE BACK WALL EXTENSION
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W21X73 BALLAST RETIANER, TYP
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WT8X38.5 CLOSURE TEE, TYP
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3/16"=1'-0"
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WT8X38.5 CLOSURE TEE
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CONCRETE BACK WALL EXTENSION, TYP
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TAPERED SOLE PLATE, TYP
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CURB PLATE, TYP
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NEW GROUT PAD, TYP
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BEARING ASSEMBLY, TYP
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W36X182 BEAM SPAN
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34" DECK PLATE
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CONCRETE BACK WALL EXTENSION, TYP
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DECK PLATE 1
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EDGE OF DECK PLATE, TYP
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TO SEWARD
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TO ANCHORAGE
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14°8" TRACK ALIGNMENT
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TOP OF TIE GRADE -2.51%
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MODIFY ABUTMENT, TYP
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DESIGNED BY:
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APPROVED BY:
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AFE NO.:
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ACAD FILE:
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P.O. BOX 107500, ANCHORAGE, ALASKA 99510-7500
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ENGINEERING SERVICES
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ALASKA RAILROAD CORPORATION
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AS NOTED
Page 4
SECTION VIEW
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SECTION VIEW
B
CB
FRAMING PLAN
A
PROJECT :
TITLE:
AL
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A R
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TIO
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EST. 1914
BRIDGE 47.55SPAN REPLACEMENT
4 14
FRAMING PLAN
U:\ACAD\eng-projects\Bridges\BR 47.55\BR 47.55(10-3-16).dwg
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INT. BRACKET
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END BRACKET
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3/8"=1'-0"
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3/8"=1'-0"
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END DIAPHRAGM-d1
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INT. DIAPHRAGM-d2
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STRUT-a1, TYP
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BEARING STIFFENER-s1
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BEARING STIFFENER-s3
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INT. STIFFENER-s4
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BEARING STIFFENER-s2
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INT. STIFFENER-s5
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INT. STIFFENER-s6
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TAPERED SOLE PLATE-p1, TYP
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3/8"=1'-0"
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STIFFENER FLANGE PLATE-p2, TYP
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PIPE BRACKET, TYP
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END BRACKET, TYP
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INT. BRACKET, TYP
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DENOTES FIELD BOLT GROUP, REFER TO SHEET 14.
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DESIGNED BY:
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AFE NO.:
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ACAD FILE:
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P.O. BOX 107500, ANCHORAGE, ALASKA 99510-7500
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ENGINEERING SERVICES
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ALASKA RAILROAD CORPORATION
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AS NOTED
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BOLTING KEY
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SHOP BOLT FIELD BOLT
Page 5
4 - TAPERED SOLE PLATE - p1
PL - 8"X1"X1'-1 3/8"
D
STIFFENER AND SOLE PLATE
TYPICAL WELD DETAIL
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C
(1) - BEAM 2 ASSEMBLY - bm2
W36X182X27'-0"
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(1) - BEAM 1 ASSEMBLY - bm1
W36X182X27'-0"
A
PROJECT :
TITLE:
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ASK
A R
AILROAD CORPORA
TIO
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EST. 1914
BRIDGE 47.55SPAN REPLACEMENT
DETAILED
5 14
BEAMS 1 & 2
U:\ACAD\eng-projects\Bridges\BR 47.55\BR 47.55(10-3-16).dwg
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1"=1'-0"
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1"=1'-0"
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STIFFENER TO BEAM WEB, TYP
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TAPERED SOLE PLATE TO BEAM BOTTOM FLANGE, TYP
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3/8"=1'-0"
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SIDE VIEW
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TOP VIEW
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BEARING STIFFENERS TO BEAM FLANGES, TYP
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INT. STIFFENERS TO BEAM TOP FLANGE AND STIFFENER FLANGE PLATE, TYP
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BEARING STIFFENERS TO BEAM FLANGES, TYP
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INT. STIFFENERS TO BEAM TOP FLANGE AND STIFFENER FLANGE PLATE, TYP
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1" HOLES IN TOP FLANGE FOR FIELD BOLTS
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DESIGNED BY:
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AFE NO.:
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ACAD FILE:
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P.O. BOX 107500, ANCHORAGE, ALASKA 99510-7500
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ENGINEERING SERVICES
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ALASKA RAILROAD CORPORATION
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AS NOTED
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NOTE: ALL HOLES TO BE " , UNLESS NOTED1516" , UNLESS NOTED
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BOLTING KEY
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SHOP BOLT FIELD BOLT
Page 6
STIFFENER AND SOLE PLATE
TYPICAL WELD DETAIL
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4 - TAPERED SOLE PLATE - p1
PL - 8"X1"X1'-1 3/8"
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(1) - BEAM 3 ASSEMBLY - bm3
W36X182X27'-0"
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(1) - BEAM 4 ASSEMBLY - bm4
W36X182X27'-0"
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TITLE:
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BRIDGE 47.55SPAN REPLACEMENT
DETAILED
6 14
BEAMS 3 & 4
U:\ACAD\eng-projects\Bridges\BR 47.55\BR 47.55(10-3-16).dwg
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1"=1'-0"
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STIFFENER TO BEAM WEB, TYP
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TAPERED SOLE PLATE TO BEAM BOTTOM FLANGE, TYP
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1"=1'-0"
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TOP VIEW
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3/8"=1'-0"
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SECTION VIEW
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SIDE VIEW
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TOP VIEW
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SIDE VIEW
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3/8"=1'-0"
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CONNECTION TO PICKING TEE, TYP
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BEARING STIFFENERS TO BEAM FLANGES, TYP
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INT. STIFFENERS TO BEAM TOP FLANGE AND STIFFENER FLANGE PLATE, TYP
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BEARING STIFFENERS TO BEAM FLANGES, TYP
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INT. STIFFENERS TO BEAM TOP FLANGE AND STIFFENER FLANGE PLATE, TYP
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DESIGNED BY:
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DRAWN BY:
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APPROVED BY:
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AFE NO.:
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CHECKED BY:
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ACAD FILE:
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P.O. BOX 107500, ANCHORAGE, ALASKA 99510-7500
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ENGINEERING SERVICES
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ALASKA RAILROAD CORPORATION
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AS NOTED
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NOTE: ALL HOLES TO BE " , UNLESS NOTED1516" , UNLESS NOTED
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BOLTING KEY
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SHOP BOLT FIELD BOLT
Page 7
(4) - BEARING STIFFENER - s1
PL - 6 1/2"X1/2"X2'-9 15/16"
A
(8) - BEARING STIFFENER - s2
PL - 6 1/2"X1/2"X2'-9 15/16"
B
(4) - BEARING STIFFENER - s3
PL - 9 1/4"X1/2"X2'-9 15/16"
C
(4) - INTERMEDIATE STIFFENER - s4
PL - 6 1/2"X1/2"X2'-9 7/16"
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(8) - INTERMEDIATE STIFFENER - s5
PL - 6 1/2"X1/2"X2'-9 7/16"
E
(4) - INTERMEDIATE STIFFENER - s6
PL - 9 1/4"X1/2"X2'-9 7/16"
F
K
(4) - END DIAPHRAGM - d1
PL - 2'-7 1/2"X1/2"X2'-9 5/8"
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(4) - INT. DIAPHRAGM - d2
PL - 2'-7 1/2"X1/2"X2'-9 5/8"
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(8) - STRUT - a1
L - 3"X3"X1/2"X2'-7 1/2"
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(16) - STIFFENER FLANGE PLATE - p2
PL - 3 1/2"X1/2"X0'-8 1/2"
J
TYPICAL STIFFENER
CROSS SECTION
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PROJECT :
TITLE:
AL
ASK
A R
AILROAD CORPORA
TIO
N
EST. 1914
BRIDGE 47.55SPAN REPLACEMENT
DIAPHRAGMS DETAILED
7 14
STIFFENERS AND
U:\ACAD\eng-projects\Bridges\BR 47.55\BR 47.55(10-3-16).dwg
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3/4"=1'-0"
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3/4"=1'-0"
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3/4"=1'-0"
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3/4"=1'-0"
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3/4"=1'-0"
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3/4"=1'-0"
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CLIP 1 ", T&B14", T&B
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CLIP 1 ", T&B14", T&B
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CLIP 1 ", T&B14", T&B
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CLIP 1 ", T&B14", T&B
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CLIP 1 ", T&B14", T&B
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CLIP 1 ", T&B14", T&B
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3/4"=1'-0"
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3/4"=1'-0"
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CLIP 2" T&B
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CLIP 2" T&B
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FRONT VIEW
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FRONT VIEW
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3/4"=1'-0"
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3/4"=1'-0"
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1" HOLE, TYP
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CLIP 2 ", T&B 34", T&B
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CLIP 2 ", T&B 34", T&B
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1" HOLE, TYP
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1" HOLE, TYP
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1 1/2"=1'-0"
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DESIGNED BY:
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APPROVED BY:
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AFE NO.:
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P.O. BOX 107500, ANCHORAGE, ALASKA 99510-7500
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ENGINEERING SERVICES
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ALASKA RAILROAD CORPORATION
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AS NOTED
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NOTE: ALL HOLES TO BE " , UNLESS NOTED1516" , UNLESS NOTED
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BOLTING KEY
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SHOP BOLT FIELD BOLT
Page 8
4 - END BRACKET ASSEMBLY
A
(8) - BRACKET PLATE - p3
PL - 2'-9 11/16"X1/2"X4'-5 11/16"
C
4 - INT. BRACKET ASSEMBLY
B
(4) - INT. BRACKET FLANGE - p6
PL - 8 1/2"X1/2"X4'-5"
E
(4) - END BRACKET FLANGE - p5
PL - 8 1/2"X1/2"X3'-10"
F
(8) - BRACKET TOP FLANGE - p4
PL - 10 1/2"X1/2"X4'-4 3/16"
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PROJECT :
TITLE:
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ASK
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TIO
N
EST. 1914
BRIDGE 47.55SPAN REPLACEMENT
8 14
BRACKET DETAILS
U:\ACAD\eng-projects\Bridges\BR 47.55\BR 47.55(10-3-16).dwg
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3/4"=1'-0"
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3/4"=1'-0"
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FLANGE TO PLATE
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FLANGE TO PLATE
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TOP VIEW
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SIDE VIEW
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SECTION VIEW
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3/4"=1'-0"
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3/4"=1'-0"
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3/4"=1'-0"
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3/4"=1'-0"
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BRACKET TOP FLANGE - p4
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BRACKET PLATE - p3
AutoCAD SHX Text
END BRACKET FLANGE - p5
AutoCAD SHX Text
INT. BRACKET FLANGE - p6
AutoCAD SHX Text
BRACKET PLATE - p3
AutoCAD SHX Text
HOLES FOR UTILITY CHASE BRACKET (DESIGN BY OTHERS)
AutoCAD SHX Text
HOLES FOR UTILITY CHASE BRACKET (DESIGN BY OTHERS)
AutoCAD SHX Text
BRACKET TOP FLANGE - p4
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
AFE NO.:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
ACAD FILE:
AutoCAD SHX Text
P.O. BOX 107500, ANCHORAGE, ALASKA 99510-7500
AutoCAD SHX Text
ENGINEERING SERVICES
AutoCAD SHX Text
ALASKA RAILROAD CORPORATION
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
NOTE: ALL HOLES TO BE " , UNLESS NOTED1516" , UNLESS NOTED
AutoCAD SHX Text
BOLTING KEY
AutoCAD SHX Text
SHOP BOLT FIELD BOLT
Page 9
(1) - DECK PLATE 2- dp2
PL - 8'-8 3/16"X3/4"X34'-6 5/16"
B
C
(1) - DECK PLATE 1 - dp1
PL - 6'-7 5/16"X3/4"X32'-10 7/8"
A
A
DECK PLATE TO BEAM
CONNECTION DETAIL
C
PROJECT :
TITLE:
AL
ASK
A R
AILROAD CORPORA
TIO
N
EST. 1914
BRIDGE 47.55SPAN REPLACEMENT
9 14
DECK PLATE DETAILS
U:\ACAD\eng-projects\Bridges\BR 47.55\BR 47.55(10-3-16).dwg
AutoCAD SHX Text
3/8"=1'-0"
AutoCAD SHX Text
3/8"=1'-0"
AutoCAD SHX Text
DRAINAGE BAR-b1, TYP
AutoCAD SHX Text
DRAINAGE BAR-b2, TYP
AutoCAD SHX Text
CONNECTION TO PICKING TEE, TYP
AutoCAD SHX Text
INSERT BOLTS AFTER REMOVING PICKING TEE
AutoCAD SHX Text
DENOTES FIELD BOLT GROUP, REFER TO SHEET 14.
AutoCAD SHX Text
DRAINAGE BAR-b3, TYP
AutoCAD SHX Text
1" HOLES FOR FIELD BOLTS
AutoCAD SHX Text
CONTINUOUS, SIMILAR AT BEAMS 3&4
AutoCAD SHX Text
1/2"=1'-0"
AutoCAD SHX Text
CONTINUOUS
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
AFE NO.:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
ACAD FILE:
AutoCAD SHX Text
P.O. BOX 107500, ANCHORAGE, ALASKA 99510-7500
AutoCAD SHX Text
ENGINEERING SERVICES
AutoCAD SHX Text
ALASKA RAILROAD CORPORATION
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
NOTE: ALL HOLES TO BE " , UNLESS NOTED1516" , UNLESS NOTED
AutoCAD SHX Text
BOLTING KEY
AutoCAD SHX Text
SHOP BOLT FIELD BOLT
Page 10
B
DRAINAGE DETAIL
A
DRAINAGE DETAIL
CROSS SECTION
B
6 - PIPE BRACKET ANGLE - a3
L - 3"X3"X3/8"X1'-6 5/16"
C
6 - PIPE BRACKET CONNECTION ANGLE - a4
L - 6"X4"X3/8"X0'-7"
D
6 - PIPE OUTLET
PIPE 4 X-STRONG X 2'-11"
I
3 - DRAINAGE BAR - b1
BAR - 1"X1"X1'-5"
E
3 - DRAINAGE BAR - b2
BAR - 1"X1"X3'-3 1/2"
F
6 - U BOLTS
4 1/2"X1/2"X6"
H
6 - DRAINAGE BAR - b3
BAR - 1"X1"X4'-5 1/2"
G
PROJECT :
TITLE:
AL
ASK
A R
AILROAD CORPORA
TIO
N
EST. 1914
BRIDGE 47.55SPAN REPLACEMENT
10 14
DRAINAGE DETAILS
U:\ACAD\eng-projects\Bridges\BR 47.55\BR 47.55(10-3-16).dwg
AutoCAD SHX Text
PIPE BRACKET ANGLE-a3
AutoCAD SHX Text
PIPE BRACKET CONNECTION ANGLE-a4
AutoCAD SHX Text
PIPE 4 X-STRONG OUTLET
AutoCAD SHX Text
DRAINAGE BAR TO DECK PLATE, TYP
AutoCAD SHX Text
1"x2 " 12" SLOTTED HOLES
AutoCAD SHX Text
3/4"=1'-0"
AutoCAD SHX Text
3/4"=1'-0"
AutoCAD SHX Text
3/4"=1'-0"
AutoCAD SHX Text
3/4"=1'-0"
AutoCAD SHX Text
3/4"=1'-0"
AutoCAD SHX Text
58" HOLE
AutoCAD SHX Text
PIPE OUTLET SECURED WITH U-BOLT
AutoCAD SHX Text
GRIND GALAVANIZED COATING BEFORE WELDING
AutoCAD SHX Text
NOTE: PIPE TO BE GALAVANIZED
AutoCAD SHX Text
CLIP 1", T&B
AutoCAD SHX Text
1 1/2"=1'-0"
AutoCAD SHX Text
1 1/2"=1'-0"
AutoCAD SHX Text
1 1/2"=1'-0"
AutoCAD SHX Text
NOTE: BOLT TO BE GALAVANIZED
AutoCAD SHX Text
1 1/2"=1'-0"
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
AFE NO.:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
ACAD FILE:
AutoCAD SHX Text
P.O. BOX 107500, ANCHORAGE, ALASKA 99510-7500
AutoCAD SHX Text
ENGINEERING SERVICES
AutoCAD SHX Text
ALASKA RAILROAD CORPORATION
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
NOTE: ALL HOLES TO BE " , UNLESS NOTED1516" , UNLESS NOTED
AutoCAD SHX Text
BOLTING KEY
AutoCAD SHX Text
SHOP BOLT FIELD BOLT
Page 11
(2) - BALLAST RETAINERS
W21X73X28'-0"
A
CLOSURE ASSEMBLY
B
(2) - CLOSURE TEES
WT8X38.5X14'-10"
C
(2) - CURB PLATE - p7
PL - 3'-0"X1/2"X2'-2 15/16"
D
(2) - CURB PLATE - p8
PL - 3'-0"X1/2"X2'-2 15/16"
E
(4) - CLOSURE ANGLE - a2
L - 4"X4"X1/2"X1'-7 3/4"
G
(16) - STIFFENER - s7
PL - 3 1/2"X3/8"X1'-7 3/4"
F
PROJECT :
TITLE:
AL
ASK
A R
AILROAD CORPORA
TIO
N
EST. 1914
BRIDGE 47.55SPAN REPLACEMENT
AND CLOSURE TEE
11 14
BALLAST RETAINER, CURB PLATE
U:\ACAD\eng-projects\Bridges\BR 47.55\BR 47.55(10-3-16).dwg
AutoCAD SHX Text
1/2"=1'-0"
AutoCAD SHX Text
SIDE VIEW
AutoCAD SHX Text
SECTION VIEW
AutoCAD SHX Text
CLOSURE ANGLE-a2, TYP
AutoCAD SHX Text
1/2"=1'-0"
AutoCAD SHX Text
1/2"=1'-0"
AutoCAD SHX Text
CURB PLATE TO CLOSURE TEE, TYP
AutoCAD SHX Text
1/2"=1'-0"
AutoCAD SHX Text
ESTIMATED WEIGHT = 940 LBS
AutoCAD SHX Text
STIFFENER TO BEAM WEB, TYP
AutoCAD SHX Text
STIFFENER-s7, TYP
AutoCAD SHX Text
1/2"=1'-0"
AutoCAD SHX Text
FRONT VIEW
AutoCAD SHX Text
SIDE VIEW
AutoCAD SHX Text
TOP VIEW
AutoCAD SHX Text
FRONT VIEW
AutoCAD SHX Text
SIDE VIEW
AutoCAD SHX Text
TOP VIEW
AutoCAD SHX Text
1" CHAMFER, T&B
AutoCAD SHX Text
1/2"=1'-0"
AutoCAD SHX Text
CLIP 1", T&B
AutoCAD SHX Text
1/2"=1'-0"
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
AFE NO.:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
ACAD FILE:
AutoCAD SHX Text
P.O. BOX 107500, ANCHORAGE, ALASKA 99510-7500
AutoCAD SHX Text
ENGINEERING SERVICES
AutoCAD SHX Text
ALASKA RAILROAD CORPORATION
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
NOTE: ALL HOLES TO BE " , UNLESS NOTED1516" , UNLESS NOTED
AutoCAD SHX Text
BOLTING KEY
AutoCAD SHX Text
SHOP BOLT FIELD BOLT
Page 12
C
SOUTH ABUTMENT
ELEVATION VIEW
A
SOUTH ABUTMENT
PLAN VIEW
B
SOUTH ABUTMENT
SECTION VIEW
C
4 - MASONRY PLATE ASSEMBLY
D
4 - MASONRY PLATE - p9
PL - 1'-4"X3/4"X5'-7 1/2"
E
2 - EXP. BEARING PLATE - p11
PL - 1'-4"X3/4"X5'-7 1/2"
G
2 - FIXED BEARING PLATE - p10
PL - 1'-4"X3/4"X5'-7 1/2"
F
8 - WASHER PLATE - p12
PL - 4"X5/8"X1'-3"
H
4 - ELASTOMERIC PAD
1'-3"X3/4"X4'-10 1/4"
I
ELASTOMERIC PAD
CROSS SECTION
J
SPAN TO BEARING
WELD DETAIL
K
PROJECT :
TITLE:
AL
ASK
A R
AILROAD CORPORA
TIO
N
EST. 1914
BRIDGE 47.55SPAN REPLACEMENT
BACK WALL EXTENSION
12 14
GROUT PADS, BEARINGS AND
U:\ACAD\eng-projects\Bridges\BR 47.55\BR 47.55(10-3-16).dwg
AutoCAD SHX Text
HAIRPINS, 1' MIN. EMBED., TYP
AutoCAD SHX Text
DOWELS, 1' MIN. EMBED., TYP
AutoCAD SHX Text
CHIP BACK EXISTING GROUT PAD, TYP
AutoCAD SHX Text
EXISTING REBAR, TYP
AutoCAD SHX Text
DOWELS-406, TYP
AutoCAD SHX Text
407, TYP
AutoCAD SHX Text
3/8"=1'-0"
AutoCAD SHX Text
3/8"=1'-0"
AutoCAD SHX Text
3/8"=1'-0"
AutoCAD SHX Text
NOTE: EXISTING REBAR NOT SHOWN FOR CLARITY
AutoCAD SHX Text
BACK WALL EXTENSION, EST. 0.75 CUYD EA.
AutoCAD SHX Text
407, TYP
AutoCAD SHX Text
NEW GROUT PAD, EST. 2.7 CUFT EA.
AutoCAD SHX Text
NOTE: NORTH ABUTMENT TO BE SIMILAR
AutoCAD SHX Text
WASHER PL TO MASONRY PL, TYP
AutoCAD SHX Text
WASHER PLATE
AutoCAD SHX Text
3/8"=1'-0"
AutoCAD SHX Text
1 " HOLE, TYP34" HOLE, TYP
AutoCAD SHX Text
3"X1 " SLOTTED HOLE, TYP34" SLOTTED HOLE, TYP
AutoCAD SHX Text
3/8"=1'-0"
AutoCAD SHX Text
3/8"=1'-0"
AutoCAD SHX Text
3/8"=1'-0"
AutoCAD SHX Text
1 "HOLE34"HOLE
AutoCAD SHX Text
3/8"=1'-0"
AutoCAD SHX Text
1 " ANCHOR BOLT, TYP12" ANCHOR BOLT, TYP
AutoCAD SHX Text
EXP. BEARING PLATE-p11, TYP
AutoCAD SHX Text
MASONRY PLATE-p9, TYP
AutoCAD SHX Text
WASHER PLATE-p12, TYP
AutoCAD SHX Text
NOTE: TO BE INSTALLED ON NORTH ABUTMENT
AutoCAD SHX Text
3/8"=1'-0"
AutoCAD SHX Text
NOTE: ASSEMBLY TO BE GALAVANIZED
AutoCAD SHX Text
1 " HOLE, TYP34" HOLE, TYP
AutoCAD SHX Text
REMOVE CONCRETE FOR CLEARANCE OF BRACKET, TYP
AutoCAD SHX Text
REMOVE CONCRETE, TYP
AutoCAD SHX Text
516" ELASTOMER LAYER, T&B
AutoCAD SHX Text
18" STEEL LAMINATE
AutoCAD SHX Text
1 1/2"=1'-0"
AutoCAD SHX Text
3/4"=1'-0"
AutoCAD SHX Text
SOLE PLATE TO BEARING PLATE, TYP
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
AFE NO.:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
ACAD FILE:
AutoCAD SHX Text
P.O. BOX 107500, ANCHORAGE, ALASKA 99510-7500
AutoCAD SHX Text
ENGINEERING SERVICES
AutoCAD SHX Text
ALASKA RAILROAD CORPORATION
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
BOLTING KEY
AutoCAD SHX Text
SHOP BOLT FIELD BOLT
Page 13
CHORD 1 ASSEMBLY
C
CHORD 2 ASSEMBLY
D
CHORD 1 ASSEMBLY
A
CHORD 2 ASSEMBLY
B
C
D
4 - TEMP. DECK SUPPORT ASSEMBLY
F
4 - STRUT - a5
L - 4"X4"X1/2"X3'-4"
G
4 - CONNECTION ANGLE - a6
L - 4"X4"X1/2"X9 1/8"
H
4 - PICKING TEE
WT8X38.5X2'-10 15/16"
E
PROJECT :
TITLE:
AL
ASK
A R
AILROAD CORPORA
TIO
N
EST. 1914
BRIDGE 47.55SPAN REPLACEMENT
AND PICKING TEES
13 14
CHORD ASSEMBLY
U:\ACAD\eng-projects\Bridges\BR 47.55\BR 47.55(10-3-16).dwg
AutoCAD SHX Text
3/8"=1'-0"
AutoCAD SHX Text
3/8"=1'-0"
AutoCAD SHX Text
ESTIMATED WEIGHT = 19695 LBS
AutoCAD SHX Text
ESTIMATED WEIGHT = 22547 LBS
AutoCAD SHX Text
NOTE: CHORDS TO BE SHOP ASSEMBLED AND SHIPPED AS SHOWN.
AutoCAD SHX Text
3/8"=1'-0"
AutoCAD SHX Text
3/8"=1'-0"
AutoCAD SHX Text
PICKING TEE
AutoCAD SHX Text
PICKING TEE
AutoCAD SHX Text
TEMP. DECK SUPPORT
AutoCAD SHX Text
3/8"=1'-0"
AutoCAD SHX Text
3/8"=1'-0"
AutoCAD SHX Text
3/8"=1'-0"
AutoCAD SHX Text
CONN. ANGLE - a6
AutoCAD SHX Text
STRUT - a5
AutoCAD SHX Text
SIDE VIEW
AutoCAD SHX Text
TOP VIEW
AutoCAD SHX Text
3/8"=1'-0"
AutoCAD SHX Text
1 " , TYP12" , TYP
AutoCAD SHX Text
1" , TYP
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
AFE NO.:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
ACAD FILE:
AutoCAD SHX Text
P.O. BOX 107500, ANCHORAGE, ALASKA 99510-7500
AutoCAD SHX Text
ENGINEERING SERVICES
AutoCAD SHX Text
ALASKA RAILROAD CORPORATION
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
BOLTING KEY
AutoCAD SHX Text
SHOP BOLT FIELD BOLT
Page 14
REINFORCEMENT SCHEDULE
BAR MARK SIZE QUANTITY LENGTH A B C
401 4 2 4'-0" 1'-7" 0'-10" 1'-7"
402 4 12 3'-10" 1'-7" 0'-8" 1'-7"
403 4 14 4'-0" 1'-8" 0'-8" 1'-8"
404 4 8 4'-2" 1'-9" 0'-8" 1'-9"
405 4 2 4'-4" 1'-9" 0'-10" 1'-9"
406 4 8 2'-6" 2'-6"
407 4 6 17'-6" 17'-6"
PROJECT :
TITLE:
AL
ASK
A R
AILROAD CORPORA
TIO
N
EST. 1914
BRIDGE 47.55SPAN REPLACEMENT
14 14
BILL OF MATERIALS
U:\ACAD\eng-projects\Bridges\BR 47.55\BR 47.55(10-3-16).dwg
AutoCAD SHX Text
TOTAL ESTIMATED GROSS WEIGHT OF STEEL = 50732 LBS
AutoCAD SHX Text
TOTAL ESTIMATED WEIGHT OF REINFORCING STEEL = 186 LBS
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
AFE NO.:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
ACAD FILE:
AutoCAD SHX Text
P.O. BOX 107500, ANCHORAGE, ALASKA 99510-7500
AutoCAD SHX Text
ENGINEERING SERVICES
AutoCAD SHX Text
ALASKA RAILROAD CORPORATION
AutoCAD SHX Text
AS NOTED
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