Steel Casing Pipe Sample Clauses

Steel Casing Pipe. 1. All materials, design, fabrication, handling, and testing of steel casing pipe shall conform to the requirements of ASTM A139, AWWA C200 and AWWA Manual M11 "Steel Pipe – A Guide for Design and Installation." 2. Steel casing pipe shall be new, smooth-wall, carbon steel pipe conforming to ASTM Specification A139, Grade B with a minimum yield strength of 35,000 psi. Steel casings shall be used with the size, minimum thickness, length, and coating specified on the Plans or The Facility Owner’s Standard Specifications. 3. Additional anti-corrosion measures, as specified by the manufacturer or indicated on the Plans, shall be provided at connectors, couplings, rollers, restraints, etc. 4. Unless specified otherwise in the Plans or The Facility Owner’s Standard Specifications, casing pipe end seals shall consist of ⅛-inch (6 mm) thick flexible synthetic rubber boot with adjustable stainless steel banding straps. The annular space of the casing shall not be filled with concrete or grout. 5. Casing spacers shall consist of a stainless steel shell, PVC ribbed liner, and non-conducting separators to keep the carrier pipe from touching the casing pipe. Spacers shall be provided at a maximum of 10-foot intervals and within 2 feet (0.6 m) of the end of the casing pipe.
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Steel Casing Pipe. A. Steel pipe casing shall conform to the latest revision of ASTM A53 for Grade B and ASTM A139 for Grade A having a minimum diameter as shown on the drawings. B. Steel pipe shall be Grade B under railroads and Grade A on all other uses. C. Steel pipe shall have a minimum wall thickness as shown in the following table: DIAMETER OF CASING - INCHES MINIMUM WALL THICKNESS IN INCHES 50 through 54 0.750 0.500 56 through 62 0.875 0.625 64 through 78 1.000 0.875 D. The Subcontractor shall evaluate the minimum thickness of steel casing required to withstand the jacking loads and increase wall thickness as required. Proposed changes shall be approved by Engineer prior to installation.
Steel Casing Pipe. 1. All materials, design, fabrication, handling, and testing of steel casing pipe shall conform to the requirements of ASTM A139, AWWA C200 and AWWA Manual M11 "Steel Pipe – A Guide for Design and Installation." 2. Steel casing pipe shall be new, smooth-wall, carbon steel pipe conforming to ASTM Specification A139, Grade B with a minimum yield strength of 35,000 psi. Steel casings shall be used with the size, minimum thickness, length, and coating specified on the Plans or DWM’s1 and/or COEP’s Standard Specifications. 3. Additional anti-corrosion measures, as specified by the manufacturer or indicated on the Plans, shall be provided at connectors, couplings, rollers, restraints, etc. 4. Unless specified otherwise in the Plans or DWM’s1 and/or COEP’s s Standard Specifications, casing pipe end seals shall consist of ⅛-inch (6 mm) thick flexible synthetic rubber boot with adjustable stainless steel banding straps. The annular space of the casing shall not be filled with concrete or grout. 5. Casing spacers shall consist of a stainless steel shell, PVC ribbed liner, and non-conducting separators to keep the carrier pipe from touching the casing pipe. Spacers shall be provided at a maximum of 10-foot intervals and within 2 feet (0.6 m) of the end of the casing pipe.
Steel Casing Pipe. 1. All materials, design, fabrication, handling, and testing of steel casing pipe shall conform to the requirements of ASTM A139, AWWA C200 and AWWA Manual M11 "Steel Pipe – A Guide for Design and Installation." 2. Steel casing pipe shall be new, smooth-wall, carbon steel pipe conforming to ASTM Specification A139, Grade B with minimum yield strength of 35,000-psi. Steel casings shall be used with the size, minimum thickness, length, and coating specified on the Plans or The Facility Owner’s specification document. 3. A protective coating will not be required.
Steel Casing Pipe. 1. All materials, design, fabrication, handling, and testing of steel casing pipe shall conform to the requirements of ASTM A139, AWWA C200 and AWWA Manual M11 "Steel Pipe – A Guide for Design and Installation." 2. Steel casing pipe shall be new, smooth-wall, carbon steel pipe conforming to ASTM Specification A139, Grade B with a minimum yield strength of 35,000-psi. Steel casings shall be used with the size, minimum thickness, length, 3. A protective coating will not be required. 4. Unless specified otherwise in the Plans and Special Provisions, casing pipe end seals shall consist of ⅛-inch (6 mm) thick flexible synthetic rubber boot with adjustable stainless-steel banding straps. The annular space of the casing shall not be filled with concrete or grout. 5. Casing spacers shall consist of a stainless-steel shell, PVC ribbed liner, and non-conducting separators to keep the carrier pipe from touching the casing pipe. Spacers shall be provided at a maximum of 10-foot intervals and within 2 feet (0.6 m) of the end of the casing pipe. 6. The proceeding joint before enter the casing and pipe installed in casing shall be restrained joint.
Steel Casing Pipe. 6. The exterior and interior of the steel casing pipe shall be coated with a coal tar varnish. 7. The wall thicknesses shown in the chart below are minimum thicknesses. If extending an existing steel casing the new pipe shall either match the existing pipes wall thickness or the minimum wall thickness below, whichever is greater.

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