Appendix_E-Bridge 606_Modular Bridge Shop Drawings.pdf

1 MB Posted

Attached to
BRIDGE REPLACEMENTS IN CANOVANAS - PR ER PRMNT RPR(1)
Solicitation number
693C73-24-R-000030
Issued by

About this file

Written by GovTribe AI ·

This document appears to be a set of shop drawings for a modular bridge system to be used in a federal contract opportunity. The drawings provide detailed technical specifications and dimensions for the various components of the Acrow 700XS panel bridge, including the deck units, curb units, transoms, diagonals, and reinforcements. Key details include the bridge dimensions, live load capacity, galvanized and coated materials, and required bolting and connections.

The related federal contract opportunity is a two-phase design-build solicitation issued by the Federal Highway Administration for bridge replacements in Canovanas, Puerto Rico. The solicitation is for Project No. PR ST ER PRMNT RPR (1) with Solicitation Number 693C73-24-R-000030. The Phase I request for qualifications is seeking proposals for the design and construction of the bridge replacement project.

View the file

Other files

File Type Posted
Shortlist - PR ST ER PRMNT RPR(1).pdf PDF
Amendment 0001 - PR ER PRMNT RPR(1).pdf PDF
Appendix_B-PR ST ER PRMNT RPR(1)_Final DSR_Redacted.pdf PDF
Appendix_V-PRHTAs Special Provisions.pdf PDF
Appendix_W-PRHTAs Standard Drawings.pdf PDF
Appendix_P-PRHTAs Design Directive_107.pdf PDF
Appendix_AC-109.02 Request for Progress Payment Forms_RPR(1).xlsx XLSX spreadsheet
DRAFT RFP 693C73-24-R-000030.pdf PDF
Appendix_F-Bridge 653_Modular Bridge Shop Drawings.pdf PDF
Appendix_AA-Work Zone and Mobility Policy.pdf PDF
Appendix_A-PR-ST-ER-PRMNT-RPR(1)_Plans-30.pdf PDF
Appendix_Z-Puerto Rico Governor Executive Order_OE-2023-024.pdf PDF
Appendix_C-Bridge 606 Bridge Inspection Reports 02-01-2023.pdf PDF
Appendix_J-Bridge 653 Preliminary Bridge Hydraulics Memo.pdf PDF
Appendix_M-Utility Agreement PRHTA and PREPA.pdf PDF
Appendix_U-PRHTAs Material Testing Schedule.PDF PDF
Appendix_X-PRHTAs Standard Specifications.pdf PDF
Appendix_R-PRHTAs Design Directive_111.pdf PDF
Appendix_G-FHWA NEPA FONSI.pdf PDF
Appendix_AB-109.06 Price Proposal Forms_RPR(1).xlsx XLSX spreadsheet
Appendix_Q-DTOPs Manual de Senales de Transito (MST).pdf PDF
Appendix_H-Geotechnical Report.pdf PDF
Appendix_D-Bridge 653 Bridge Inspection Reports 08-05-2022.pdf PDF
Appendix_Y-PRHTAs Supplemental Specifications.pdf PDF
Appendix_O-Planning Board Regulation No13.pdf PDF
Appendix_I-Bridge 606 Preliminary Bridge Hydraulic Memo.pdf PDF
Appendix_S-PRHTAs Design Directive_114.pdf PDF
Appendix_L-Utility Agreement PRHTA and PRASA.pdf PDF
Appendix_N-Manual de Rotulacion para las Vias Publicas de Puerto Rico.pdf PDF
Appendix_T-PRHTAs Design Directive_410.pdf PDF
Appendix_K-USFWS Conservation Measures.pdf PDF
RFQ - PR ER PRMNT RPR(1).docx DOCX document
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Building Bridges.

Connecting People.

Acrow Bridge 181 New Road, Parsippany, NJ 07054

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AB 518 TRANSOM

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BRACE TYP.

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AB690

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THROUGHOUT BRIDGE.

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SWAYBRACE

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PATTERN

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MAINTAIN

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AB 602C CURB UNIT

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AB 601C DECK UNIT

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AB 602C CURB UNIT

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HEAVY

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SWAYBRACE

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FIXED

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BEARING

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START & END ONLY

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AB516

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HEAVY REINFORCEMENT CHORD

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END

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BRIDGE

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AB 522 DIAGONAL BRACE (TYP.)

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AB 518 TRANSOM

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BRACE

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AB 601C DECK UNIT

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FIXED

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BEARING

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PIN

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AB 720C EOB INFILL

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AT BOTH ENDS

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ROADWAY

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AB 601C DECK UNIT

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AB 602C CURB UNIT

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START

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HEAVY REINFORCEMENT CHORD

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AB 602C CURB UNIT

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AB 602C CURB UNIT

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EXPANSION

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AB 703 RAKER

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RAKER BRACE

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AB 513

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%%UELEVATION VIEW

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AB 514 TOP CHORD BRACE

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(TYP.)

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PANEL

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AB 701

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DETAIL D

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AB 514 TOP CHORD BRACE

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(TYP.)

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(TYP.)

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AB 513 RAKER BRACE

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(SEE SH.3)

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USE AB549A BOLTS

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USE AB549A BOLTS

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USE AB549A BOLTS

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USE AB549A BOLTS

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USE AB549A BOLTS

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USE AB549A BOLTS

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USE AB549A BOLTS

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TOP OF EPOXY DECK

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TOP OF EPOXY DECK

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USE AB549A BOLTS

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THIS SIDE (TYP.)

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BOLT HEAD

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AB 547AS BOLTS @ AB708/AB702 PANEL ONLY

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AB 547A BOLTS @ AB701 PANEL

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NUT & WASHER

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%%UWEST ABUTMENT

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%%UEAST ABUTMENT

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PANEL

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AB 701

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AB703 RAKER

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AB051 PANEL PIN W/ CLIPS

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TYP. AT PANELS

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AB584 CHORD BOLT

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(TYP.)

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AB549A

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BOLT

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AB549A

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BOLT

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AB 602C CURB UNIT

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AB 601C DECK UNIT

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AB 602C CURB UNIT

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AB 602C CURB UNIT

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AB 601C DECK UNIT

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AB 602C CURB UNIT

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AB 601C DECK UNIT

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AB 602C CURB UNIT

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AB546 DECK BOLT

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(T-BOLT)

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AB513

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AB522

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AB514

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AB516 HEAVY SWAYBRACE

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USE AB548A BOLTS

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AB513

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RAKER BRACE

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START & END ONLY

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& TRANSOM

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PANEL PIN HOLE

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& TRANSOM

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AB 703 RAKER

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RAKER BRACE

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AB 513

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TRANSOM

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BOLSTER

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AB513

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AB522

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AB514

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TRANSOM

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AB503 WITH

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AB 587 BEARING

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AB 602C CURB UNIT

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AB 601C DECK UNIT

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AB 602C CURB UNIT

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PANEL

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AB 701

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AB 504 FEMALE

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BEARING BLOCK

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AB 587 BEARING

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UNDER SIDE

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UNDER SIDE

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AB 602C CURB UNIT

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AB 601C DECK UNIT

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AB 602C CURB UNIT

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AB690 TRANSOM

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(TYP.)

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AGGREGATE ANTI-SKID

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EPOXY COATED DECK PANELS

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(SEE DETAIL

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SHEET 5)

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AB079 HEAVY PIN & CLIP TYP. AT REINFORCING CHORDS

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AB702

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PANEL

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AB 701

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PANEL

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AB 701

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AB 701

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AB 701

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BAY

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PANEL

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AB 701

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BAY

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PANEL

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AB 701

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AB 703 RAKER

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AB 602C CURB UNIT

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AB 601C DECK UNIT

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AB 602C CURB UNIT

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AB 602C CURB UNIT

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AB 601C DECK UNIT

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AB 602C CURB UNIT

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AB 602C CURB UNIT

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AB 601C DECK UNIT

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AB 602C CURB UNIT

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AB 602C CURB UNIT

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AB 601C DECK UNIT

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AB 602C CURB UNIT

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NOTE: THE 1ST TRANSOM'S ORIENTATION. NOTCHED END FACES THE CENTER OF BRIDGE.

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AB702

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W/ AB 584 CHORD BOLT

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20'-0" TOP & BOTTOM (TYP.)

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AB623 HEAVY REINFORCEMENT CHORD

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AB513

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AB513

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(TYP.)

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FOOTWALK DECK

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AB483C

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AGGREGATED ANTI-SKID

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EPOXY COATED DECKS

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BAY

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BAY

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PANEL

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AB 701

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BAY

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PANEL

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PANEL

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AB 701

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AB 602C CURB UNIT

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AB 601C DECK UNIT

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AB 601C DECK UNIT

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PANEL

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SHEAR

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SHEAR

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AB702

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AB702

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PANEL

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SHEAR

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SHEAR

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PANEL

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MALE BEARING BLOCK

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BRIDGE LOW STEEL

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& AB 549A BRACING BOLT (TYP)

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AB 703

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AB 549A

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BOLT

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AB690 TRANSOM/ FLOOR BEAM

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AB 513 RAKER BRACE

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AGGREGATED ANTI-SKID EPOXY

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AB602C CURB UNIT

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AB602C CURB UNIT

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AB601C DECK UNIT

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COATED DECK

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GUARD RAIL

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BY OTHERS

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SCALE: N.T.S

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%%USECTION A-A

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TOP OF EPOXY DECK

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RAKER

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AB 547A BOLT

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LEVEL

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5' FOOTWALK

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AB 484 KNEE BRACE

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AB 549A BOLT

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AB 480

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FOOTWALK DECK

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AB481 FOOTWALK POST

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(EPOXY COATED)

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FOOTWALK BEARER

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AB482 HANDRAIL

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AB 522 DIAGONAL BRACE

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AB 514 TOP CHORD BRACE

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& AB 549A BRACING BOLTS (TYP.)

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AB623 HEAVY

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REINFORCEMENT CHORD

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TOP & BOTTOM (TYP.)

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AB 703 RAKER

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AB 701 PANEL

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LIVE LOAD - HL93

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3.6MT = 32.6MT

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AXLE

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14.5MT

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14.5MT

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AXLE

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AXLE

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HL-93 TANDEM LOAD

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11.3MT

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11.3MT

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(MT = METRIC TONS)

AutoCAD SHX Text ASTM A 193 Gd B7

AutoCAD SHX Text %%uFINISH

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BOLTS

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AASHTO M164M - A325

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AASHTO M111-ASTM A123

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PINS ARE ELECTRO GALVANIZED.

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ALL BOLTS ARE HOT DIPPED GALVANIZED.

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ALL MAJOR COMPONENTS GALVANIZED TO

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AutoCAD SHX Text %%uLIVE LOAD

AutoCAD SHX Text %%uBRIDGE

AutoCAD SHX Text AASHTO M223 Gd 65

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PANEL PINS

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TOP CHORD BRACE, SWAYBRACE, TRANSOM BRACE,

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DECKING, RAKER BRACE, TRANSOM,

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PANEL CHORDS, DIAGONALS & VERTICALS, PANEL

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REINFORCING CHORDS, RAKER

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ONE LANE HL-93

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DIAGONAL CHORD BRACE

AutoCAD SHX Text %%uGENERAL NOTES

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%%U7TH EDITION, WITH 2015 AND 2016 INTERIM REVISIONS.

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%%UAASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,

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%%UDEAD LOAD

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ANTI-SKID EPOXY COATED DECK

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HURRICANE MARIA EMERGENCY BRIDGES FOR PUERTO RICO

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APPROVED BY

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CHECKED BY

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DRAWN BY

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APPR.

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REV.

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DESCRIPTION

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DATE

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BY

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SEAL

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CONTRACT

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SHT OF

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DATE

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JAB

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NM

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LP

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SCALE: AS SHOWN

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DRAWING NO.

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REV.

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NO.

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DUPLICATION OF ANY PORTION OF THIS DATA

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IT IS INTENDED SOLELY FOR THE ADDRESSEE.

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PROPERTY OF ACROW CORPORATION OF AMERICA.

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INFORMATION DISCLOSED HEREIN IS THE

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OR DISTRIBUTION IS PROHIBITED.

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THIS MATERIAL IS PRIVILEGED AND CONFIDENTIAL.

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ANY UNAUTHORIZED DISCLOSURE, REPRODUCTION,

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SHALL INCLUDE THIS LEGEND.

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COPYRIGHT ACROW LIMITED 2017

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ACROW 700XS PANEL BRIDGE

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PLAN, ELEVATION & CROSS SECTION VIEW

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NORTH

AutoCAD SHX Text 54.86m x 1LANE 5.5m DDR2H BRIDGE WITH FOOTWALK

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PUENTE RIO CANOVANAS PR-962, KM 4.1, CANOVANAS, PR.

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NOVEMBER 7, 2017

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AB1937-54

Acrow Corporation of America 181 New Road, Parsippany, NJ 07054

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%%UDECK CONNECTION DETAIL

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AutoCAD SHX Text [6096mm]

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20'-0" (TYP.) TOP & BOTTOM

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FEMALE SIDE

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AB623 HEAVY REINFORCEMENT CHORD

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HALFEN CHANNEL

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AB 703 RAKER

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WASHERS

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(TYP.)

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WASHER

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TOP OF

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AB 703

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VERTICALS

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PANEL'S

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DISASSEMBLY OPERATIONS.

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T-BOLT FOR ASSEMBLY OR

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TO BE REMOVED FROM THE

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FOR T-BOLT DO NOT NEED

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NOTE: NUT AND WASHERS

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LOCKING NUT

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T-BOLT

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TRANSOM

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DECK UNIT

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AB623 HEAVY REINFORCEMENT CHORD

AutoCAD SHX Text 20'-0" [6096mm] (TYP.) TOP & BOTTOM

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%%UBOLT LOCATIONS

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%%USECTION C-C

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AB 547A BOLT

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%%USECTION B-B

AutoCAD SHX Text N.T.S.

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AB 513

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BRACE

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& NUT

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MALE SIDE

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%%USECTION A-A

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CLIP

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AB 052

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PIN

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AB 051

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AB 549A BOLT

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AB701/AB702/AB708

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TRANSOM

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@ AB702 PANELS

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@ AB701 PANELS

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AB 549A BOLT

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AB 548A BOLT

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%%UNOTES.

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TRUSS PANEL

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AB 701

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CLIP

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AB 052

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%%UDETAIL D

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ALIKE. THE RAKER IS

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LONGER AND HAS 3

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HOLES.

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AB 547A

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BOLT

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CHORD BRACE LOOK

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RAKER AND TOP

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WASHER

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NUT

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TRANSOM

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AB690

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AB 703

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RAKER

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AB 514 TOP CHORD BRACE

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AB 522 DIAGONAL BRACE

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& AB 549A BRACING BOLT (TYP.)

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AB 703 RAKER

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AB 513 RAKER

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(TYP.)

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AB 513

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@ AB702 PANELS

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AB 548A BOLT

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AB 549A BOLT

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@ AB701 PANELS

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AB 549A

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BOLT

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NUT

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WASHER

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AB 513

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AB 549A

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BOLT

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TRUSS PANEL

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AB 701

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TRUSS PANEL

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AB 701

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RAKER BRACE

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NUT

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WASHER

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FEMALE END

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AB 513 RAKER

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MALE END

AutoCAD SHX Text C

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THESE BRACES ARE BETWEEN EVERY OTHER PAIR OF TRANSOMS, SEE SH. 2

AutoCAD SHX Text

AB 518 TRANSOM

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STIFFENER

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

%%UDETAIL - TRANSOM BRACES

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%%UNOTE:

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ANGLE

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AB 549A BOLTS

AutoCAD SHX Text

BRACE

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TRANSOM

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STIFFENER

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TRANSOM

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STD. NUT

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text

@ AB708 PANELS

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APPROVED BY

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CHECKED BY

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DRAWN BY

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SHALL INCLUDE THIS LEGEND.

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ANY UNAUTHORIZED DISCLOSURE, REPRODUCTION,

AutoCAD SHX Text

THIS MATERIAL IS PRIVILEGED AND CONFIDENTIAL.

AutoCAD SHX Text

OR DISTRIBUTION IS PROHIBITED.

AutoCAD SHX Text

INFORMATION DISCLOSED HEREIN IS THE

AutoCAD SHX Text

PROPERTY OF ACROW CORPORATION OF AMERICA.

AutoCAD SHX Text

IT IS INTENDED SOLELY FOR THE ADDRESSEE.

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DUPLICATION OF ANY PORTION OF THIS DATA

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COPYRIGHT ACROW CORP 2017

AutoCAD SHX Text

REV.

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DESCRIPTION

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DATE

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BY

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APPR.

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SEAL

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CONTRACT

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DATE

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SCALE: AS SHOWN

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DRAWING NO.

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SHT OF

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REV.

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NO.

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ACROW 700XS PANEL BRIDGE

AutoCAD SHX Text

TYPICAL BRIDGE CONNECTION DETAILS

AutoCAD SHX Text USE AB548A (4") [102mm] WHEN BOLTING TO AB702 PANELS

AutoCAD SHX Text USE AB548A (4") [102mm] WHEN BOLTING TO AB702 OR AB708 PANELS

AutoCAD SHX Text USE AB547AS (5-1/2") [140mm] WHEN BOLTING TO AB702 OR AB708 SHEAR PANELS

AutoCAD SHX Text

AB701/AB702

AutoCAD SHX Text %%UC3x5 BACKER

AutoCAD SHX Text

BY OTHERS

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

PIN

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BOLTS

AutoCAD SHX Text %%C15mm

AutoCAD SHX Text

PANEL

AutoCAD SHX Text

W SHAPE

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GUARDRAIL

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%%UGUARDRAIL DETAIL @ PANEL MIDDLE

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%%UGUARDRAIL DETAIL @ PANEL PIN JOINT

AutoCAD SHX Text

(ALL MATERIAL BY OTHERS)

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TIMBER

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TIMBER

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PANEL

AutoCAD SHX Text

BACKER

AutoCAD SHX Text C3x5 x 356mm

AutoCAD SHX Text

BACKER

AutoCAD SHX Text C3x5 x 356mm

AutoCAD SHX Text 50mmx 254mm

AutoCAD SHX Text 50mmx 254mm

AutoCAD SHX Text

@ AB702 PANELS

AutoCAD SHX Text

AB 547AS BOLT

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@ AB708 PANELS

AutoCAD SHX Text

DIA %%C

AutoCAD SHX Text

BRIDGE BOLTS

AutoCAD SHX Text 1" [25.4mm]

AutoCAD SHX Text 1" [25.4mm]

AutoCAD SHX Text 1" [25.4mm]

AutoCAD SHX Text 1" [25.4mm]

AutoCAD SHX Text 1-1/4" [32mm]

AutoCAD SHX Text 3/4" [19mm]

AutoCAD SHX Text

TRANSOM SHEAR BOLT

AutoCAD SHX Text

LONG RAKER BOLT

AutoCAD SHX Text

TRANSOM BOLT

AutoCAD SHX Text

DECK T BOLT

AutoCAD SHX Text

AB547A

AutoCAD SHX Text

AB546

AutoCAD SHX Text

AB547AS

AutoCAD SHX Text

AB548A

AutoCAD SHX Text

NAME

AutoCAD SHX Text

SHORT BRACE BOLT

AutoCAD SHX Text

CHORD BOLT

AutoCAD SHX Text

AB549A

AutoCAD SHX Text

AB584

AutoCAD SHX Text

BOLT

AutoCAD SHX Text 2-3/4" [70mm]

AutoCAD SHX Text 5-1/2" [140mm]

AutoCAD SHX Text 4-1/4" [108mm]

AutoCAD SHX Text 4" [102mm]

AutoCAD SHX Text N/A

AutoCAD SHX Text

UNDER HEAD

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LENGTH %%P1/8"

AutoCAD SHX Text 3-1/2" [89mm]

AutoCAD SHX Text

VALUE (FT/LBS)

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TORQUE

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

(SEE ELEVATION SHEET 2 FOR LOCATIONS)

AutoCAD SHX Text

NOVEMBER 7, 2017

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AB1937-54

AutoCAD SHX Text

HURRICANE MARIA EMERGENCY BRIDGES FOR PUERTO RICO

AutoCAD SHX Text 54.86m x 1LANE 5.5m DDR2H BRIDGE WITH FOOTWALK

AutoCAD SHX Text

JAB

AutoCAD SHX Text

LP

AutoCAD SHX Text

NM

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PUENTE RIO CANOVANAS PR-962, KM 4.1, CANOVANAS, PR.

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SWAYBRACE NOT SHOWN ON THIS SIDE.

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%%USECTION E-E

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

TRANSOM FLANGE

AutoCAD SHX Text

STIFFENER

AutoCAD SHX Text E

AutoCAD SHX Text

%%UCONNECTION DETAIL

AutoCAD SHX Text

%%USWAYBRACE CENTER

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

AB548A BOLT

AutoCAD SHX Text

WASHER & NUT

AutoCAD SHX Text

AB516

AutoCAD SHX Text 1 3/4" [44mm]

AutoCAD SHX Text

SWAYBRACE

AutoCAD SHX Text

WEB

AutoCAD SHX Text

USE ONE BOLT WITH

AutoCAD SHX Text 67mm LG.

AutoCAD SHX Text

BOTTOM. AB 549A BOLT

AutoCAD SHX Text

NUT & WASHER ON

AutoCAD SHX Text

SWAY BRACES

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ROADWAY

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

USE ONE BOLT

AutoCAD SHX Text

WITH NUT &

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WASHER ON

AutoCAD SHX Text

AB548A BOLT

AutoCAD SHX Text

SWAYBRACE

AutoCAD SHX Text

AB516

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%%USWAYBRACE END

AutoCAD SHX Text

%%UCONNECTION DETAIL

AutoCAD SHX Text

TRANSOM WEB

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

BOTTOM.

AutoCAD SHX Text E

AutoCAD SHX Text

BACK-TO-BACK

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AB623 HEAVY

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%%USECTION D-D

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MALE END

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HEAVY CLIP

AutoCAD SHX Text

AB079

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

FEMALE END

AutoCAD SHX Text

HEAVY PIN

AutoCAD SHX Text

AB079

AutoCAD SHX Text

AB079

AutoCAD SHX Text

HEAVY CLIP

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REINFORCING CHORD

AutoCAD SHX Text

TYP.

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text

AB623

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THE CHORD BOLT MUST BE

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PORTION OF BOLT POINTING

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& DOWN ON UPPER CHORD.

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INSTALLED WITH THREADED

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UPWARD ON LOWER CHORD

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%%UCHORD BOLT CONNECTION DETAIL

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SCALE: N.T.S.

AutoCAD SHX Text

AB701 PANEL

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%%UCHORD BOLT:

AutoCAD SHX Text

HEAVY

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WASHER

REINFORCING CHORDS

Acrow Corporation of America 181 New Road, Parsippany, NJ 07054

AutoCAD SHX Text

BEARINGS

AutoCAD SHX Text

BRIDGE

AutoCAD SHX Text

%%USIDEWALK DETAIL

AutoCAD SHX Text

TRUSS

AutoCAD SHX Text

FOOTWALK POST

AutoCAD SHX Text

AB481

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text

AB549A

AutoCAD SHX Text

BOLT

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text

AB486

AutoCAD SHX Text

DECK

AutoCAD SHX Text

BOLT

AutoCAD SHX Text

AB482 HANDRAIL

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& AB485 BOLT

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

AB484 KNEE BRACE

AutoCAD SHX Text

AB549A BOLT

AutoCAD SHX Text

(USE 2-WASHERS)

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BY OTHERS

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

CHAINLINK

AutoCAD SHX Text

INSERTED IN FOOTWALK

AutoCAD SHX Text

DIA. PIPE

AutoCAD SHX Text

POST

AutoCAD SHX Text

(BY OTHERS)

AutoCAD SHX Text

OUTSIDE TRUSS

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

GUARDRAIL

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NOT

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SHOWN

AutoCAD SHX Text 1-1/4" [32mm]

AutoCAD SHX Text

AB486 FOOTWALK DECK BOLT

AutoCAD SHX Text

AB487 FOOTWALK POST BOLT

AutoCAD SHX Text

AB481 FOOTWALK POST

AutoCAD SHX Text 2" [51mm] BOLT

AutoCAD SHX Text 4" [102mm] BOLT

AutoCAD SHX Text

BOLT HEAD

AutoCAD SHX Text 2x ROUND

AutoCAD SHX Text

TRANSOM

AutoCAD SHX Text

AB480-W TAPER WASHER

AutoCAD SHX Text

LOCK WASHER

AutoCAD SHX Text

AB690

AutoCAD SHX Text

AB053 BOLT

AutoCAD SHX Text

NUT

AutoCAD SHX Text

ROUND WASHER

AutoCAD SHX Text 2x ROUND WASHER

AutoCAD SHX Text

WASHER

AutoCAD SHX Text

%%USECTION B-B

AutoCAD SHX Text

%%USIDEWALK CONNECTION DETAIL

AutoCAD SHX Text

FW DECK

AutoCAD SHX Text

AB483C

AutoCAD SHX Text

AB480

AutoCAD SHX Text

FW BEARER

AutoCAD SHX Text

%%USECTION A-A

AutoCAD SHX Text

%%USIDEWALK

AutoCAD SHX Text

FW POST

AutoCAD SHX Text

AB481

AutoCAD SHX Text

AB482

AutoCAD SHX Text

HANDRAIL

AutoCAD SHX Text

BOLT HEAD

AutoCAD SHX Text

WALKWAY SIDE

AutoCAD SHX Text

AB482

AutoCAD SHX Text

HANDRAIL

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

(BY OTHERS)

AutoCAD SHX Text 1-1/4" [32mm]

AutoCAD SHX Text

UNDER HEAD

AutoCAD SHX Text 3-1/4" [82mm]

AutoCAD SHX Text 1-1/2" [38mm]

AutoCAD SHX Text 2" [51mm]

AutoCAD SHX Text 4" [102mm]

AutoCAD SHX Text

LENGTH %%P1/8"

AutoCAD SHX Text

BRIDGE FOOTWALK BOLTS

AutoCAD SHX Text

FOOTWALK RAIL BOLT

AutoCAD SHX Text

FOOTWALK DECK BOLT

AutoCAD SHX Text

FOOTWALK POST BOLT

AutoCAD SHX Text

AB486

AutoCAD SHX Text

AB487

AutoCAD SHX Text

AB485

AutoCAD SHX Text 1/2" [13mm]

AutoCAD SHX Text 1/2" [13mm]

AutoCAD SHX Text 1/2" [13mm]

AutoCAD SHX Text

BEARER BOLT

AutoCAD SHX Text

NAME

AutoCAD SHX Text

BOLT

AutoCAD SHX Text

AB053

AutoCAD SHX Text 3/4" [19mm]

AutoCAD SHX Text

DIA %%C

AutoCAD SHX Text

VALUE

AutoCAD SHX Text

TORQUE

AutoCAD SHX Text

200FT/LBS

AutoCAD SHX Text

60FT/LBS

AutoCAD SHX Text

60FT/LBS

AutoCAD SHX Text

60FT/LBS

AutoCAD SHX Text

AB587

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

BEARING

AutoCAD SHX Text

BEARING

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

FACE OF BACKWALL

AutoCAD SHX Text

AT ABUTMENT

AutoCAD SHX Text

STEEL PLATE

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SECURED TO

AutoCAD SHX Text

FOOTWALK BEARER

AutoCAD SHX Text

%%USIDEWALK SECTION AT END OF BRIDGE

AutoCAD SHX Text

PLATE PROVIDED

AutoCAD SHX Text

BY CONTRACTOR

AutoCAD SHX Text

BY CONTRACTOR

AutoCAD SHX Text 5/8" [16mm] THICK

AutoCAD SHX Text

BEARING

AutoCAD SHX Text

PROVIDE GAP FOR EXPANSION

AutoCAD SHX Text

@ EXPANSION ABUTMENT &

AutoCAD SHX Text

FILL WITH POURABLE SEALANT

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

OUTSIDE TRUSS

AutoCAD SHX Text

%%UBACKWALL ELEVATION VIEW @ SIDEWALK

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

FOOTWALK DECK

AutoCAD SHX Text

TOP OF

AutoCAD SHX Text

FOOTWALK BEARER

AutoCAD SHX Text [25mm]

AutoCAD SHX Text

%%UBACKWALL SIDE VIEW @ SIDEWALK

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

FOOTWALK DECK

AutoCAD SHX Text

TOP OF FOOTWALK BEARER

AutoCAD SHX Text

BACKWALL

AutoCAD SHX Text

SIDEWALK PL PROVIDED BY CONTRACTOR

AutoCAD SHX Text

%%USECTION C-C

AutoCAD SHX Text 1-1/2" [38mm] GAP @ EXP.

AutoCAD SHX Text 1" [25mm] GAP @ FIX ABT.

AutoCAD SHX Text

@ BRIDGE DECK

AutoCAD SHX Text

TOP OF

AutoCAD SHX Text

TOP OF BRIDGE

AutoCAD SHX Text

DECK PANEL

AutoCAD SHX Text

TOP OF

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text

IN BACKWALL

AutoCAD SHX Text

TOP OF BACKWALL

AutoCAD SHX Text

@ FOOTWALK DECK

AutoCAD SHX Text

(FILL WITH POURABLE SEALANT)

AutoCAD SHX Text

NOTCH FOR SLIDE PL

AutoCAD SHX Text

AB480

AutoCAD SHX Text

FOOTWALK BEARER

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

OUTSIDE

AutoCAD SHX Text

TRUSS

AutoCAD SHX Text

END OF ABUTMENT

AutoCAD SHX Text

BACKWALL

AutoCAD SHX Text

%%UCLOSURE PL DETAIL

AutoCAD SHX Text

STEEL PLATE

AutoCAD SHX Text

SECURED TO

AutoCAD SHX Text

FOOTWALK BEARER

AutoCAD SHX Text

FOOTWALK BEARER

AutoCAD SHX Text

END OF FOOTWALK DECK

AutoCAD SHX Text

AB483C

AutoCAD SHX Text

AB480

AutoCAD SHX Text

%%UDETAIL

AutoCAD SHX Text 1/4

AutoCAD SHX Text 2"@6"

AutoCAD SHX Text [6mm] [51mm@152mm]

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

APPROVED BY

AutoCAD SHX Text

CONTRACT

AutoCAD SHX Text

SHT OF

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

REV.

AutoCAD SHX Text

NO.

AutoCAD SHX Text

APPR.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

BY

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

SHALL INCLUDE THIS LEGEND.

AutoCAD SHX Text

COPYRIGHT ACROW CORP 2017

AutoCAD SHX Text

ANY UNAUTHORIZED DISCLOSURE, REPRODUCTION,

AutoCAD SHX Text

THIS MATERIAL IS PRIVILEGED AND CONFIDENTIAL.

AutoCAD SHX Text

OR DISTRIBUTION IS PROHIBITED.

AutoCAD SHX Text

INFORMATION DISCLOSED HEREIN IS THE

AutoCAD SHX Text

PROPERTY OF ACROW CORPORATION OF AMERICA.

AutoCAD SHX Text

IT IS INTENDED SOLELY FOR THE ADDRESSEE.

AutoCAD SHX Text

DUPLICATION OF ANY PORTION OF THIS DATA

AutoCAD SHX Text

ACROW PANEL 700XS BRIDGE

AutoCAD SHX Text

FOOTWALK DETAILS

AutoCAD SHX Text

HURRICANE MARIA EMERGENCY BRIDGES FOR PUERTO RICO

AutoCAD SHX Text

JAB

AutoCAD SHX Text

NM

AutoCAD SHX Text

LP

AutoCAD SHX Text 54.86m x 1LANE 5.5m DDR2H BRIDGE WITH FOOTWALK

AutoCAD SHX Text

PUENTE RIO CANOVANAS PR-962, KM 4.1, CANOVANAS, PR.

AutoCAD SHX Text

NOVEMBER 7, 2017

AB1937-54

Acrow Bridge 181 New Road, Parsippany, NJ 07054

AutoCAD SHX Text 179'-6 1/4" [54.718m]

AutoCAD SHX Text

%%UBEARING LAYOUT

AutoCAD SHX Text

EXPANSION

AutoCAD SHX Text

BEARINGS

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

INSTALLED AFTER

AutoCAD SHX Text

KEEPER ANGLES

AutoCAD SHX Text

INSTALLATION OF

AutoCAD SHX Text

EXPANSION

AutoCAD SHX Text C

AutoCAD SHX Text

BRIDGE

AutoCAD SHX Text

BEARINGS

AutoCAD SHX Text L

AutoCAD SHX Text

CL BRG - CL BRG.

AutoCAD SHX Text

BEARING (TYP.)

AutoCAD SHX Text

AB 587 SINGLE

AutoCAD SHX Text

BEARINGS

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text

FIXED

AutoCAD SHX Text

BEARINGS

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text

FIXED

AutoCAD SHX Text

TRUSS & BEARINGS

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

TRUSS & BEARING

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text

%%UFIXED END

AutoCAD SHX Text

%%UEXPANSION END

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text

(BY OTHERS)

AutoCAD SHX Text

(ALONG BRIDGE)

AutoCAD SHX Text

(ALL DIMENSIONS AT 70%%DF)

AutoCAD SHX Text 9" [229mm]

AutoCAD SHX Text

TRUSS & BEARING

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

TRUSS & BEARING

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text

%%UEAST ABUTMENT

AutoCAD SHX Text

%%UWEST ABUTMENT

AutoCAD SHX Text

TRANSOM BOLSTER

AutoCAD SHX Text

(BY OTHERS)

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

OF BRIDGE

AutoCAD SHX Text

BOLSTER

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text

OF BRIDGE

AutoCAD SHX Text

TRANSOM BOLSTER

AutoCAD SHX Text

(BY OTHERS)

AutoCAD SHX Text

BOLSTER

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

ALONG BRIDGE @ LEVEL PROFILE

AutoCAD SHX Text

BEARING (TYP.)

AutoCAD SHX Text

AB 587 SINGLE

AutoCAD SHX Text

TEFLON BONDED TO A36

AutoCAD SHX Text

STEEL PLATE

AutoCAD SHX Text 1/8x8-1/2 x 11-1/2"

AutoCAD SHX Text

%%UELEVATION VIEW A-A

AutoCAD SHX Text

ANGLE NOT SHOWN

AutoCAD SHX Text

FOR CLARITY

AutoCAD SHX Text

%%UEXPANSION BEARING

AutoCAD SHX Text

TEFLON

AutoCAD SHX Text 1/8x4 x 6"

AutoCAD SHX Text

STAINLESS PLATE (AB587U)

AutoCAD SHX Text 1/8x5 x 7"

AutoCAD SHX Text

A36 PLATE

AutoCAD SHX Text

AB587 BEARING

AutoCAD SHX Text

TACK

AutoCAD SHX Text

TACK

AutoCAD SHX Text

SECURE TEFLON SLIDE

AutoCAD SHX Text

TO ABUTMENT W/

AutoCAD SHX Text

EPOXY ADHESIVE (BY OTHERS)

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text

(AB587L)

AutoCAD SHX Text [3x127x178mm]

AutoCAD SHX Text [3x102x152mm]

AutoCAD SHX Text [3x216x292mm]

AutoCAD SHX Text

%%UFIXED END - BEARING DETAIL

AutoCAD SHX Text 1-3/8" [35mm] THICK PLATE

AutoCAD SHX Text

NO BOLTS

AutoCAD SHX Text

ANCHOR BOLTS

AutoCAD SHX Text [76x76x9mm]

AutoCAD SHX Text

KEEPER ANGLE

AutoCAD SHX Text

(BY OTHERS)

AutoCAD SHX Text

(DESIGNED & SUPPLIED

AutoCAD SHX Text

BY OTHERS)

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

%%UEXPANSION END - BEARING DETAIL

AutoCAD SHX Text

1/4" MAX.

AutoCAD SHX Text

(DESIGNED & SUPPLIED

AutoCAD SHX Text

ANCHOR BOLTS

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

BY OTHERS)

AutoCAD SHX Text 1" [25mm] HOLE

AutoCAD SHX Text

IN EXP.

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

BEARINGS

AutoCAD SHX Text

GAP

AutoCAD SHX Text [305mm]

AutoCAD SHX Text MIN. 3x3x3/8"

AutoCAD SHX Text [305mm]

AutoCAD SHX Text [114mm]

AutoCAD SHX Text [114mm]

AutoCAD SHX Text [64mm]

AutoCAD SHX Text [64mm]

AutoCAD SHX Text [229mm]

AutoCAD SHX Text

ABUTMENT

AutoCAD SHX Text

(CL TRANSOM - EOB DECK)

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

%%UDETAIL AT ABUTMENT

AutoCAD SHX Text

(CL BRG - BACKWALL)

AutoCAD SHX Text

BEARING BLOCK

AutoCAD SHX Text

AB 587 BEARING

AutoCAD SHX Text

AB 503/504

AutoCAD SHX Text 180'-0" [54.864m] PIN HOLE - PIN HOLE

AutoCAD SHX Text 180'-11 1/4" [55.150m] BRIDGE DECK OVERALL

AutoCAD SHX Text

BRIDGE LOW STEEL

AutoCAD SHX Text

ROADWAY DECK

AutoCAD SHX Text

BEARING

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

UNDER SIDE

AutoCAD SHX Text

BACK WALL

AutoCAD SHX Text

OF BEARING

AutoCAD SHX Text L

AutoCAD SHX Text

& TRANSOM

AutoCAD SHX Text

PIN HOLE

AutoCAD SHX Text C

AutoCAD SHX Text

EOB DECK

AutoCAD SHX Text 1" [25mm] GAP AT FIXED END 1-3/4" [44mm] GAP AT EXP. END (@70°F)

AutoCAD SHX Text

SEE

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

TOP OF DECK

AutoCAD SHX Text

TOP OF EPOXY COATED DECK

AutoCAD SHX Text

EPOXY COATED

AutoCAD SHX Text

BOTTOM OF

AutoCAD SHX Text

REINFORCING CHORD

AutoCAD SHX Text

TOP OF

AutoCAD SHX Text

ABUTMENT

AutoCAD SHX Text

BRIDGE

AutoCAD SHX Text

%%UDETAIL

AutoCAD SHX Text

DECK PANEL

AutoCAD SHX Text

TOP OF BACKWALL TO MATCH ROAD PROFILE

AutoCAD SHX Text

AutoCAD SHX Text

BACKWALL

AutoCAD SHX Text

APPROACH

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

EOB INFILL PANEL

AutoCAD SHX Text

(EPOXY COATED)

AutoCAD SHX Text

- BOLSTER TO BE SECURED FROM MOVEMENT AFTER INSTALLATION

AutoCAD SHX Text

%%UNOTE:

AutoCAD SHX Text

- BOLSTER TO MATCH SLOPE OF TRANSOM FLANGE

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

%%UBOLSTER DETAIL

AutoCAD SHX Text

HEIGHT 9 1/4"

AutoCAD SHX Text

FIELD MEASURE

AutoCAD SHX Text

SEAT

AutoCAD SHX Text

ABUTMENT

AutoCAD SHX Text

TRANSOM

AutoCAD SHX Text

NOTE: BACKWALL TO MATCH

AutoCAD SHX Text

ROADWAY PROFILE &

AutoCAD SHX Text

CROSS SECTION

AutoCAD SHX Text

TRANSOM & BOLSTER

AutoCAD SHX Text

BOLSTER SECURED TO

AutoCAD SHX Text

ABUTMENT SEAT WITH

AutoCAD SHX Text

UNDER TRANSOM FLANGE

AutoCAD SHX Text

PROVIDE UNIFORM BEARING

AutoCAD SHX Text

- HARDWOOD BLOCKING IS RECOMMENDED; FINAL BOLSTER DESIGN IS BY OTHERS

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- INSTALL BOLSTER TO A TIGHT FIT AFTER BRIDGE & DECK ARE IN PLACE

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- BOLSTER HEIGHT WILL VARY BASED ON TRANSOM TYPE/DEAD LOADS

FINAL HEIGHT

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KEEPER ANGLE

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APPROX.

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SCALE: N.T.S.

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%%UEND OF DECK UNIT DETAIL

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TRANSOM

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DECK BOLT ACCESS HOLE

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(OFF CENTER)

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POSITION UNITS WITH

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CLOSER TO BRIDGE

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FLOOR BEAM

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END OF BRIDGE

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INFILL UNIT

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DECK PANEL

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END TRANSOM/

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AB602C/AB601C

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DECK UNITS

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ACCESS HOLE

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%%UPLAN VIEW

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AB720C

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NOTE:

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SIZE, GRADE & QUANTITY OF ANCHOR BOLTS

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TO BE DESIGNED BY FOUNDATION ENGINEER

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AND SUPPLIED BY CONTRACTOR

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SCALE: N.T.S.

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BEARING LAYOUT & DETAILS

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ACROW 700XS PANEL BRIDGE

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DATE

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REV.

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DESCRIPTION

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BY

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APPR.

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APPROVED BY

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DRAWN BY

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CHECKED BY

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JAB

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LP

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RJ/NM

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DATE

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SHT OF

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CONTRACT

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DRAWING NO.

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NO.

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REV.

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DUPLICATION OF ANY PORTION OF THIS DATA

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IT IS INTENDED SOLELY FOR THE ADDRESSEE.

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PROPERTY OF ACROW CORPORATION OF AMERICA.

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INFORMATION DISCLOSED HEREIN IS THE

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OR DISTRIBUTION IS PROHIBITED.

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THIS MATERIAL IS PRIVILEGED AND CONFIDENTIAL.

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ANY UNAUTHORIZED DISCLOSURE, REPRODUCTION,

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SHALL INCLUDE THIS LEGEND.

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COPYRIGHT ACROW CORP 2017

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SEAL

AutoCAD SHX Text 54.86m x 1LANE 5.5m DDR2H BRIDGE WITH FOOTWALK

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HURRICANE MARIA EMERGENCY BRIDGES FOR PUERTO RICO

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PUENTE RIO CANOVANAS PR-962, KM 4.1, CANOVANAS, PR.

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NOVEMBER 7, 2017

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AB1937-54

NORTH

Sheets and Views
AB1937-54-1-Layout1
AB1937-54-2-Layout1
AB1937-54-3-Layout1
AB1937-54-4-Layout1
AB1937-54-5-Layout1

File details come from the government source that posted it. Updated .