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ASTM C361-22

Current Revision

Standard Specification for Reinforced Concrete Low-Head Pressure Pipe

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1.1 This specification covers reinforced concrete pipe intended to be used for the construction of pressure pipelines with low internal hydrostatic heads generally not exceeding 125 ft.

1.2 This specification is the inch-pound companion to Specification C361; therefore, no SI equivalents are presented in the specification.

Note 1: Field tests on completed portions of the pipeline are not covered by this specification for the manufacture of the pipe but should be included in specifications for pipe laying.

1.3 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.


This specification covers reinforced concrete low-head pressure pipe. Acceptability of the pipe in all diameters and classes shall be determined by the results of such material tests. The reinforced concrete shall consist of Portland cement, mineral aggregates, and water, in which steel has been embedded in such a manner that the steel and concrete act together. Portland cement shall conform to the requirements specified. Aggregates shall conform to the requirements specified, except that the requirements for grading are waived. Admixtures, except for air-entraining agents, shall not be added to the concrete unless permitted by the owner. Reinforcement shall consist of wire conforming to the requirements prescribed. Steel castings for fittings shall conform to grade 70-36. Steel plates for specials and fittings shall conform to requirements specified. All rubber gaskets shall be extruded or molded and cured in such a manner that any cross section will be dense, homogeneous, and free of porosity, blisters, pitting, and other imperfections. Joints shall utilize steel joint rings, steel bells and concrete spigots, or be formed entirely of concrete. The aggregates shall be graded, proportioned, and thoroughly mixed with the proportions of cementitious material and water that will produce a workable, uniform, homogeneous concrete mixture. Compression tests of cylinders and hydrostatic tests of pipes shall be performed to meet the requirements prescribed.


SDO ASTM: ASTM International
Document Number C361
Publication Date Sept. 1, 2022
Language en - English
Page Count 29
Revision Level 22
Supercedes
Committee C13.04
Publish Date Document Id Type View
Sept. 1, 2022 C0361-22 Revision
July 15, 2019 C0361-19A Revision
April 1, 2019 C0361-19 Revision
Sept. 1, 2016 C0361-16 Revision
April 1, 2014 C0361-14A Revision
Feb. 1, 2014 C0361-14 Revision
Nov. 1, 2012 C0361-12 Revision
Dec. 1, 2011 C0361-11 Revision
Dec. 1, 2008 C0361-08 Revision
July 1, 2005 C0361-05E01 Revision
July 1, 2005 C0361-05 Revision
June 10, 2003 C0361-03AE01 Revision
June 10, 2003 C0361-03A Revision
Feb. 10, 2003 C0361-03 Revision
April 10, 1999 C0361-99 Revision