22-202-ST-AS-BUILT_Chapel Ave Bridge Pile Repair.pdf
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- Solicitation number
- W912DS25B0003
About this file
This document is an as-built engineering drawing for pile repair details prepared by Boswell Engineering for a Port Liberte Bridge repair project located in Jersey City, Hudson County, New Jersey. The technical drawing provides a detailed Section A-A view and pile repair detail for a damaged steel pile, with specific annotations including general notes, utility notes, and a suggested sequence of construction. The drawing outlines four columns of repairs, each marked as "COMPLETED PER DETAIL", and includes specific technical specifications such as reinforcing steel requirements, concrete cover details, and construction sequence steps for repairing existing bridge infrastructure.
The drawing includes specific technical elements like reinforcing steel jackets, concrete cover specifications, and precise measurements for pile repair, with additional notes addressing utility considerations, construction sequencing, and repair methodologies. The document appears to be a technical specification for infrastructure repair, focusing on structural rehabilitation of a bridge pile foundation, with professional engineering stamps from Stephen T. Boswell and Joseph A. Pomante of Boswell Engineering.
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BOSWELL ENGINEERING
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PILE REPAIR DETAIL
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SCALE: 1" = 1'-0"
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38" FIBERGLASS JACKET
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PILE
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GROUT FILL PORT (TYP.)
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STANDOFFS ADHERED TO FIBERGLASS JACKET (TYP.)
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EXISTING MUDLINE
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BACKFILL WITH EXISTING SOIL
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DAMAGED SECTION OF EXISTING STEEL PILE (TYP.)
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316 SS RIVETS OR SCREWS @ 6" O.C. STAGGERED ALONG SEAM OF JACKET
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LONGITUDINAL OVERLAP SEAM
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38" FIBERGLASS JACKET
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#4 STIRRUPS AT 12"
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PILE
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PILE
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GROUT FILL PORT @ 5' MAX. (TYP.)
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STANDOFFS ADHERED TO FIBERGLASS JACKET @ 24" VERTICAL MAX. SPACING (TYP.)
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SECTION A-A
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AS-BUILT REPAIRS
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COLUMN #
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REPAIR
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COMPLETED PER DETAIL
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COMPLETED PER DETAIL
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COMPLETED PER DETAIL
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COMPLETED PER DETAIL
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NO. DATE
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DESCRIPTION
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SURVEYED
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BY
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DRAWN
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DESIGNED
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CHECKED
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JOB NO.
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DATE:
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PLOT BY:
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NO. DATE
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JOB NO.
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NO. DATE
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JOB NO.
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PLOT BY:
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N.J. CERTIFICATE OF AUTHORIZATION NO. 24GA27958000
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330 PHILLIPS AVENUE,
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SOUTH HACKENSACK, N.J. 07606
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FAX: (201) 641-1831
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TEL: (201) 641-0770
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ENGINEERS - SURVEYORS - PLANNERS - SCIENTISTS
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EST.
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PORT LIBERTE BRIDGE REPAIR
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CHAPEL AVENUE
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PILE REPAIR DETAILS
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JERSEY CITY
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HUDSON COUNTY
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NEW JERSEY
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TWO
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TWO
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JAP
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AS NOTED
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22-202-ST
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JOSEPH A. POMANTE
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PROFESSIONAL ENGINEER N.J. LIC 43137
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STEPHEN T. BOSWELL
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PROFESSIONAL ENGINEER N.J. LIC. 34680
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10/30/2023 3:14 PM
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%%UUTILITY NOTES:
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%%UGENERAL NOTES:
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1. DESIGN SPECIFICATIONS: DESIGN SPECIFICATIONS: AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, EIGHTH EDITION, 2017, WITH INTERIMS, AS MODIFIED BY SECTION 3 OF THE 6TH EDITION NJDOT DESIGN MANUAL FOR BRIDGES AND STRUCTURES. 2. CONSTRUCTION SPECIFICATIONS: CONSTRUCTION SPECIFICATIONS: 2019 NJDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AS MODIFIED BY THE SUPPLEMENTARY SPECIFICATIONS. 3. LIVE LOAD: LIVE LOAD: AASHTO LRFD HL-93 VEHICULAR LIVE LOADING 4. REINFORCEMENT STEEL: REINFORCEMENT STEEL: ALL REINFORCEMENT SHALL BE ASTM A615 (GRADE 60). REINFORCING STEEL SHALL BE EPOXY COATED IN ACCORDANCE WITH ASTM A775. 5. PROVIDE 2" CONCRETE COVER ON CAST-IN-PLACE REINFORCEMENT STEEL, EXCEPT PROVIDE 2" CONCRETE COVER ON CAST-IN-PLACE REINFORCEMENT STEEL, EXCEPT AS NOTED. 6. ALL CONSTRUCTION WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL ALL CONSTRUCTION WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE SAFETY CODES. APPLICABLE SAFETY CODES SHALL MEAN THE LATEST EDITION INCLUDING ANY AND ALL AMENDMENTS, REVISIONS AND ADDITIONS THERETO TO THE FEDERAL DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S "OCCUPATIONAL SAFETY AND HEALTH STANDARDS" (OSHA); AND APPLICABLE SAFETY, HEALTH REGULATIONS AND BUILDING CODES FOR CONSTRUCTION IN THE STATE OF NEW JERSEY. 7. EPOXY GROUT SHALL BE A FLOWABLE CONCRETE MATERIAL WITH A MINIMUM EPOXY GROUT SHALL BE A FLOWABLE CONCRETE MATERIAL WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI.
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1. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES WITHIN THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES WITHIN THE LIMITS OF THE CONTRACT AND REPORT ANY DISCREPANCY TO THE ENGINEER. ANY DAMAGE DONE TO EXISTING UTILITIES AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED BY HIM AT NO COST TO THE OWNER. 2. THE CONTRACTOR SHALL COORDINATE HIS ACTIVITIES WITH THE UTILITY COMPANIES THE CONTRACTOR SHALL COORDINATE HIS ACTIVITIES WITH THE UTILITY COMPANIES TO PROTECT AND MAINTAIN THEIR FACILITIES. 3. ANY AFFECTED UTILITIES SHALL BE TEMPORARILY SUPPORTED, AS NECESSARY, ANY AFFECTED UTILITIES SHALL BE TEMPORARILY SUPPORTED, AS NECESSARY, DURING CONSTRUCTION BY THE CONTRACTOR.
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%%USUGGESTED SEQUENCE OF CONSTRUCTION
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1. INSTALL TURBIDITY CURTAIN IN THE WORK AREA PRIOR TO THE START OF ANY INSTALL TURBIDITY CURTAIN IN THE WORK AREA PRIOR TO THE START OF ANY CONSTRUCTION WORK. 2. ALL WORK SHALL BE PERFORMED FROM A MID-SIZE BARGE POSITIONED NEAR THE ALL WORK SHALL BE PERFORMED FROM A MID-SIZE BARGE POSITIONED NEAR THE WORK AREA OR AS NECESSARY BY THE UNDERWATER DIVERS. 3. EXCAVATE MUDLINE AROUND EXISTING PILES AS REQUIRED. EXCAVATE MUDLINE AROUND EXISTING PILES AS REQUIRED. 4. THOROUGHLY CLEAN THE EXISTING PILES BY WATERBLASTING OR OTHER ACCEPTABLE THOROUGHLY CLEAN THE EXISTING PILES BY WATERBLASTING OR OTHER ACCEPTABLE METHODS REMOVING ALL DETERIORATED AND DAMAGED SECTIONS OF STEEL. 5. INSTALL REINFORCING BARS AND STIRRUPS. INSTALL REINFORCING BARS AND STIRRUPS. 6. PREPARE FIBERGLASS JACKET WITH REQUIRED STANDOFFS. PREPARE FIBERGLASS JACKET WITH REQUIRED STANDOFFS. 7. POSITION FIBERGLASS JACKET AROUND THE PILE AND SECURE WITH TEMPORARY POSITION FIBERGLASS JACKET AROUND THE PILE AND SECURE WITH TEMPORARY STRAPS. 8. SEAL SEAM IN FIBERGLASS JACKET. SEAL SEAM IN FIBERGLASS JACKET. 9. FILL JACKET WITH EPOXY GROUT. FILL JACKET WITH EPOXY GROUT. 10. BACKFILL AND RESTORE MUDLINE AROUND PILE BASE. BACKFILL AND RESTORE MUDLINE AROUND PILE BASE. 11. REMOVE TURBIDITY CURTAIN.REMOVE TURBIDITY CURTAIN.
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AS-BUILT
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AS-BUILT
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CL
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CJN
| 2023-10-30T15:45:59-0400 | |
| Joseph A. Pomante |
File details come from the government source that posted it. Updated .