Non-Reinforced Concrete Pipe
Nonreinforced-concrete drain tile is used for land drainage and for subsurface drainage of highways, railroads, airports, and buildings. It is made in sizes from NPS 4 through 36 (DN 100 through 900) in accordance with ASTM Specification C412, Standard Specification for Concrete Drain Tile, and AASHO M178, Standard Specification for Concrete Drain Tile. Drain tile is available in the standard quality, extra-quality, and special-quality classifications.
Concrete irrigation pipe, used for the conveyance of irrigation water under low hydrostatic heads and for land drainage, is made in sizes NPS 4 through 24 (DN 100 through 600) in accordance with ASTM Specification C118, Standard Specifications for Concrete Pipe for Irrigation or Drainage.
Nonreinforced-concrete irrigation pipe for use with rubber-type gasket joints is made for conveyance of irrigation water at water pressures of 1 bar (35 ft of head) or higher depending on the diameter. Such pipe is made in sizes NPS 6 through 24 (DN 100 through 600) in accordance with ASTM Specification C505, Specifications for Nonreinforced Concrete Irrigation Pipe with Rubber Type Gasket Joints. Physical and dimensional requirements of standard-strength bell-and-spigot non-reinforced-concrete sewer pipe are tabulated in following table.
|Physical and Dimensional Requirements of Class 1, Bell-and-Spigot Nonreinforced Concrete Sewer Pipe (Click to Enlarge)|
Jointing. Rubber-gasketed joints for C14 and C76 pipe are covered by ASTM Specification C443, Joints for Circular Concrete Sewer and Culvert Pipe, Using Flexible, Watertight, Rubber-Type Joints.
● ASTM C76, Specifications for Reinforced Concrete Culvert, Storm Drain and Sewer Pipe
● AASHO M170, Specifications for Reinforced Concrete Culvert, Storm Drain and Sewer Pipe
● Federal SS-P-375-Pipe, Concrete (Reinforced, Sewer)
Reinforced-concrete pipe may be made with either tongue-and-groove or belland-spigot joints. When made for use with rubber gaskets, the joints must conform to ASTM Specification C443 or AASHO Specification M198, Specifications for Joints for Circular Concrete Sewer and Culvert Pipe, Using Flexible Watertight, Rubber-Type Gaskets.
Concrete pipe is available also in both an arch and an elliptical cross section. These pipes are made in accordance with the following specifications:
● ASTM C506, Specifications for Reinforced Concrete Arch Culvert, Storm Drain and Sewer Pipe
● ASTM C507, Specifications for Reinforced Concrete Elliptical Culvert, Storm Drain and Sewer Pipe
In each of the standards covering reinforced-concrete pipe, five strength classes are defined in terms of minimum three-edge bearing load at a crack width of 0.01 in (0.25 mm) and at the ultimate strength of the pipe.
The strength class required for a given installation is determined by computing the earth load and live load which will be transferred to the pipe under the conditions anticipated. This load is then converted to an equivalent three-edge bearing load by dividing it by a bedding factor. The bedding factor depends upon installation conditions and is always greater than 1.0.