| ||Format||Pages||Price|| |
|5||$44.00||  ADD TO CART|
|Hardcopy (shipping and handling)||5||$44.00||  ADD TO CART|
|Standard + Redline PDF Bundle||10||$52.80||  ADD TO CART|
This specification covers nonreinforced concrete sewer, storm drain, and culvert pipe. The pipe manufactured according to this specification shall be of three classes: Class 1, Class 2, and Class 3. The strength requirements for nonreinforced concrete pipe are specified. The concrete shall consist of cementitious material, mineral aggregates, and water. Cementitious materials are the following: cement, fly ash, ground granulated blast furnace slag, and allowable combinations of cementitious materials. The design of the pipe may be according to design tables or modified or special design. The following are the processes for pipe manufacturing: mixture; curing such as pipe curing, water curing, and membrane curing; and specials like shapes or fittings and fabricated branches. The following tests shall be made: strength test, absorption test, permeability test, and hydrostatic test.
This abstract is a brief summary of the referenced standard. It is informational only and not an official part of the standard; the full text of the standard itself must be referred to for its use and application. ASTM does not give any warranty express or implied or make any representation that the contents of this abstract are accurate, complete or up to date.
1.1 This covers nonreinforced concrete pipe intended to be used for the conveyance of sewage, industrial wastes, storm water, and for the construction of culverts.
1.2 A complete metric companion to Specification has been developed— ; therefore, no metric equivalents are presented in this specification.
Note 1: This specification is a manufacturing and purchase specification only and does not include requirements for bedding, backfill, or the relationship between field load conditions and the strength classification of pipe. However, experience has shown that the successful performance of this product depends upon the proper selection of the class of pipe, type of bedding and backfill, and care that the installation conforms to the construction specifications. The owner is cautioned that he must correlate the field requirements with the class of pipe specified and provide for or require inspection at the construction site.
2. Referenced Documents (purchase separately) The documents listed below are referenced within the subject standard but are not provided as part of the standard.
C33 Specification for Concrete Aggregates
C150 Specification for Portland Cement
C309 Specification for Liquid Membrane-Forming Compounds for Curing Concrete
C443 Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets
C494 Specification for Chemical Admixtures for Concrete
C497 Test Methods for Concrete Pipe, Manhole Sections, or Tile
C595 Specification for Blended Hydraulic Cements
C618 Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete
C822 Terminology Relating to Concrete Pipe and Related Products
C989 Specification for Slag Cement for Use in Concrete and Mortars
C1116 Specification for Fiber-Reinforced Concrete and Shotcrete
ICS Number Code 23.040.50 (Pipes and fittings of other materials)
UNSPSC Code 95121633(Culvert); 40171510(Commercial concrete pipe)
ASTM C14-15a, Standard Specification for Nonreinforced Concrete Sewer, Storm Drain, and Culvert Pipe, ASTM International, West Conshohocken, PA, 2015, www.astm.orgBack to Top