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ASTM C361-05e1

Historical 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 A complete metric companion to Specification C 361 has been developed—C 361M; therefore, no metric equivalents are presented in this specification.

Note 1*#8212;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.


This specification covers reinforced concrete pipe intended to be used for the construction of pressure pipelines with low internal hydrostatic heads. The materials used include: reinforced concrete, Portland cement, blended cement, fly ash or pozzolan, aggregates, admixtures, steel reinforcement, steel for joint rings, steel castings for fittings, steel plates and sheets for specials and fittings, rubber gaskets, and gasket lubricants. Joints shall utilize steel joint rings, steel bells and concrete spigots, or be formed entirely of concrete. Joint assemblies shall be so formed and accurately manufactured that when the pipes are drawn together the pipe shall form a continuous watertight conduit with a smooth and uniform interior surface and shall provide for slight movements of any pipe unit in the pipeline due to expansion, contraction, settlement, or lateral displacement. The joint shall be so designed that the gaskets will not be required to support the weight of the pipe, but will keep the joint tight under all normal conditions of service. The following procedures shall be followed in manufacturing of the reinforced concrete pipes: concrete mixing, concrete placement, steam curing, water curing, and membrane curing. Compression test shall be done on concrete to determine its compressive strength. For the pipes and rubber gasket joints, hydrostatic tests shall be performed. The rubber gasket shall be subjected to different test methods to determine the following physical properties: tensile strength, elongation, hardness, compression, accelerated aging, water absorption, and ozone resistance.


SDO ASTM: ASTM International
Document Number C361
Publication Date July 1, 2005
Language en - English
Page Count 18
Revision Level 05e1
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