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← Document results/DEP Box 44/WORLD TRADE CENTER - RELOCATION OF RIVER WATER INTAKE LINES & PUMP STATION ELECT. POWER & COMM. LINES
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Foundation Specifications for WTC River Intake Relocation

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Construction specifications document detailing foundation requirements for the World Trade Center river water intake system relocation project.

NYC-WTC_000165112–000165243

Folder label: “WORLD TRADE CENTER - RELOCATION OF RIVER WATER INTAKE LINES & PUMP STATION ELECT. POWER & COMM. LINES

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NYC 9/11 Public Portal Document

2 pipe pile of the Standard Specification for Welded and Seamless Steel Pipe Pile of the American Society for Testing and Materials (ASTM Designation: A242). 2. The Subcontractor shall splice sections of pipe pile with an approved water-tight butt weld that shall develop the full strength of the pipe section. There shall be no splicing allowed from the tip of the pile to a point 40 feet above it. There shall Ie no mox'e than two splices per pipe. I i 3. Welding shall conform to the requirements of the Standard Code for Arc and Gas Welding in Building Construction of the American Welding Society. Welding shall be performed by welders who have been qualified by tests as prescribed in Standard Qualification Procedure of the American Welding Society. 4. PILE TIPS a. The bottom of closed-end pipe piles shall be fitted with a "P13006-Inside Flange Extra Strong Ribbed 60® Point", as manufactured by Associated Pile Fitting Corp, of Clifton, New Jersey, or shall be closed with a 1-1/4" steel plate welded completely around the pipe or an approved equal. b. Pile tips of open-end pipe piles shall be reinforced, as necessary, to assure that the tips are not damaged or distorted during driving and seating operations. B. CONCRETE

1. Concrete fill in the pile shafts shall have a 3 to 5 inch slump and shall attain a minimum compressive strength at 28 days of 5,000 psi. C. REINFORCING 1. Except as specified below all reinforcing steel shall be new billet steel, deformed bars conforming to ASTM Specification a-615, Grade 60.

2. Specified clearances from the steel pipe pile shall be maintained throughout the length of the element. All spacers shall be non-conductors of electricity and shall have a compressive strength equal to or greater than the compressive strength of the concrete. BPC-COMMERCIAL CENTER 02363-’-3 CONCRETE FILLED STEEL PIPE PILES - WORLD TRADE CENTER RELOCATION

NYC-WTC_000165129

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NYC-WTC_000165129Source: NYC Law Department, mirrored locally

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NYC-WTC_000165064 · Box DEP Box 44

Request documentation regarding the relocation of river water intake lines and pump station utilities at the World Trade Center.

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