Construction specifications document detailing foundation requirements for the World Trade Center river water intake system relocation project.
NYC-WTC_000165112–000165243Folder label: “WORLD TRADE CENTER - RELOCATION OF RIVER WATER INTAKE LINES & PUMP STATION ELECT. POWER & COMM. LINES”
OCR status: ok · source: pdftotext
NYC 9/11 Public Portal Document
the concrete material and protecting the concrete against freezing, but no frozen materials or materials containing ice shall be used. Temperatures of the separate materials, including the mixing water, when placed in the mixer, shall not exceed 140°F. When placed in forms, the concrete shall have a temperature between 50°F and 70°F. B. MIXING CONCRETE 1. Unless otherwise authorized, the mixing of concrete shall be done in a batch mixer of approved AGC type or in transit-mix equipment conforming to ASTM Specification C- 94, using Alternate No. 2 method to determine quality. The volume of the mixed material for each batch shall not exceed the manufacturer's rated capacity of the mixer. If transit- mixed, the materials shall be brought to the site dry and the period of time from batching to the addition of water at ths site of the pour shall not exceed thirty minutes. 2, Site mixed concrete shall be mixed in an approved batch mixer and the batching and mixing shall be of suffi cient capacity and power to carry out each prearranged concrete operation without danger of delay or interruption until the unit or concrete pour is completed. The mixer drum shall be rotated at the speed recommended by the manufacturer and. mixing of the concrete ingredients shall continue for not less than 1-1/2 minutes from, the time all of the materials, including the water, are in the mixer drum. Mixing shall continue until all the ingredients are uniformly distributed throughout the batch and the mass of the concrete is homogeneous and uniform in color. Dis charge of concrete shall be completed within a maximum period of 30 minutes. No new materials shall be permitted to enter the mixer until all of the preceeding batch has been discharged. Mixing and handling equipment shall be cleaned at frequent intervals while in use. 3. All concrete shall be used while fresh and before thei'e is any evidence of initial set. Any concrete v/hich has achieved its initial, set shall be rejected and not used in the Work. No retempering of concrete will be , permitted. C., CONCRETE TESTING
1, Tests of the concrete will be made by an approved independent testing and inspection laboratory hired by the Contractor. The Subcontractor shall provide casual labor and assistance to the testing laboratory personnel for required testing. BPC-COMMERCIAL CENTER 03315-4 FOUNDATION CONCRETE CUL-DE-SAC
NYC-WTC_000165157
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NYC-WTC_000165271
Engineering drawings and specifications for replacing a high-pressure water line under the Lincoln Tunnel contract.
2 shared non-person entities · 1 shared topics · Same agency, volume and box · similarity 0.959
machine-extracted · confidence unavailable · Check page ↗NYC-WTC_000165081
Department of Environmental Protection letter dated May 28, 1982, providing comments on plans for relocating river water intake lines at the World Trade Center.
1 shared non-person entities · Same agency, volume and box · similarity 0.928
machine-extracted · confidence unavailable · Check page ↗NYC-WTC_000165084
Official letter from the Department of Environmental Protection responding to submitted plans for relocating river water intake lines.
1 shared non-person entities · Same agency, volume and box · similarity 0.928
machine-extracted · confidence unavailable · Check page ↗NYC-WTC_000165087
Department of Environmental Protection letter dated May 28, 1982, providing comments on plans for relocating river water intake lines at the World Trade Center.
1 shared non-person entities · Same agency, volume and box · similarity 0.927
machine-extracted · confidence unavailable · Check page ↗NYC-WTC_000141585
Map showing the condition of buildings at the World Trade Center site as of September 21, 2001.
5 shared non-person entities · similarity 0.932
machine-extracted · confidence unavailable · Check page ↗NYC-WTC_000141695
Section of an environmental assessment describing existing physical conditions and construction impacts at the World Trade Center site.
3 shared non-person entities · similarity 0.932
machine-extracted · confidence unavailable · Check page ↗NYC-WTC_000143354
Fragmented text containing only a reference number and unreadable characters from the DEP Box 06 collection.
9 shared non-person entities · similarity 0.930
machine-extracted · confidence unavailable · Check page ↗NYC-WTC_000098612
Contract specifications outlining site decontamination and asbestos disposal procedures for 110 Church Street.
3 shared non-person entities · 1 shared topics · similarity 0.929
machine-extracted · confidence unavailable · Check page ↗NYC-WTC_000098577
Contract specifications outlining site decontamination and asbestos disposal procedures for 53 Park Place.
3 shared non-person entities · 1 shared topics · similarity 0.929
machine-extracted · confidence unavailable · Check page ↗NYC-WTC_000168166
Fax cover sheet from Milo Kleinberg Design Associates dated July 17, 1997, regarding WTC/PA TAA application forms.
3 shared non-person entities · 1 shared topics · similarity 0.929
machine-extracted · confidence unavailable · Check page ↗NYC-WTC_000166488
Department of Buildings report containing findings and recommendations regarding the World Trade Center site.
1 shared non-person entities · similarity 0.928
machine-extracted · confidence unavailable · Check page ↗NYC-WTC_000137749
Archival folder label for Department of Environmental Protection invoices related to World Trade Center activities from 1999 to 2001.
1 shared non-person entities · similarity 0.927
machine-extracted · confidence unavailable · Check page ↗Similar subjects in other documents. Similarity does not establish the same event, measurement or conclusion.
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Request documentation regarding the relocation of river water intake lines and pump station utilities at the World Trade Center.
Filed in the same folder
Administrative record regarding the relocation of river water intake lines at the World Trade Center site.
Filed in the same folder
NYC-WTC_000165066
Cover sheet from the Department of Transportation Bureau of Transportation Planning and Research listing agencies involved in the World Trade Center utility relocation.
Filed in the same folder
NYC-WTC_000165076
Planning and coordination document for World Trade Center relocation of river water intake lines and pump station electrical power and communications systems.
Filed in the same folder
NYC-WTC_000165078
Department of Environmental Protection letter dated May 28, 1982, providing comments on submitted plans for relocating river water intake lines at the World Trade Center.
Filed in the same folder