Standard Specification for Reinforced Concrete Low-Head Pressure Pipe

SCOPE
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—C361M; therefore, no metric equivalents are presented in this 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.

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Publication Date
09-Jun-2003
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ASTM C361-03a - Standard Specification for Reinforced Concrete Low-Head Pressure Pipe
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn. Contact ASTM
International (www.astm.org) for the latest information.
Designation: C 361 – 03a
Standard Specification for
1
Reinforced Concrete Low-Head Pressure Pipe
This standard is issued under the fixed designation C361; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.A
superscript epsilon (e) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope A611 Specification for Structural Steel, Sheet, Carbon,
6
Cold-Rolled
1.1 This specification covers reinforced concrete pipe in-
A 615/A 615M Specification for Deformed and Plain
tended to be used for the construction of pressure pipelines
3
Billet-Steel Bars for Concrete Reinforcement
with low internal hydrostatic heads generally not exceeding
A675/A675M Specification for Steel Bars, Carbon, Hot-
125 ft.
5
Wrought, Special Quality, Mechanical Properties
1.2 A complete metric companion to Specification C361
C31 Practice for Making and Curing Concrete Test Speci-
hasbeendeveloped—C361M;therefore,nometricequivalents
7
mens in the Field
are presented in this specification.
7
C33 Specification for Concrete Aggregates
NOTE 1—Field tests on completed portions of the pipeline are not
C39 Test Method for Compressive Strength of Cylindrical
coveredbythisspecificationforthemanufactureofthepipebutshouldbe
7
Concrete Specimens
included in specifications for pipe laying.
8
C150 Specification for Portland Cement
C260 SpecificationforAir-EntrainingAdmixturesforCon-
2. Referenced Documents
7
crete
2.1 ASTM Standards:
C309 Specification for Liquid Membrane-Forming Com-
A27/A27M Specification for Steel Castings, Carbon, for
7
2 pounds for Curing Concrete
General Application
3 C497 Test Methods for Concrete Pipe, Manhole Sections,
A36/A36M Specification for Carbon Structural Steel
9
or Tile
A82 Specification for Steel Wire, Plain, for Concrete Re-
8
3 C595 Specification for Blended Hydraulic Cements
inforcement
C618 Specification for Fly Ash and Raw or Calcined
A185 Specification for Steel Welded Wire Reinforcement,
3 Natural Pozzolan for Use as a Mineral Admixture in
Plain, for Concrete
7
Concrete
A283/A283M Specification for Low and Intermediate
C822 Terminology Relating to Concrete Pipe and Related
3
Tensile Strength Carbon Steel Plates
9
Products
A496 Specification for SteelWire, Deformed, for Concrete
D395 Test Methods for Rubber Property—Compression
3
Reinforcement
10
Set
A497/A 497M Specification for Steel Welded Wire Rein-
D412 Test Methods for Vulcanized Rubber and Thermo-
3
forcement, Deformed, for Concrete
10
plastic Elastomers—Tension
A570/A570M Specification for Steel, Sheet and Strip,
D471 Test Method for Rubber Property—Effect of Liq-
4
Carbon, Hot-Rolled
10
uids
A575 SpecificationforSteelBars,Carbon,MerchantQual-
D573 Test Method for Rubber–Deterioration in an Air
5
ity, M-Grades
10
Oven
A576 Specification for Steel Bars, Carbon, Hot-Wrought,
5 D698 Test Method for Laboratory Compaction Character-
Special Quality
3
istics of Soil Using Standard Effort (12400 ft-lbf/ft (600
3 11
kN-m/m ))
D1149 Test Method for Rubber Deterioration—Surface
1
This specification is under the jurisdiction of ASTM Committee C13 on
ConcretePipeandisthedirectresponsibilityofSubcommitteeC13.04onLowHead
Pressure Pipe.
6
Current edition approved June 10, 2003. Published August 2003. Originally Discontinued. See 1999 Annual Book of ASTM Standards,Vol 01.03. Replaced
approved in 1955. Last previous edition approved in 2003 as C361–03. by A 1008/A 1008M.
2 7
Annual Book of ASTM Standards, Vol 01.02. Annual Book of ASTM Standards, Vol 04.02.
3 8
Annual Book of ASTM Standards, Vol 01.04. Annual Book of ASTM Standards, Vol 04.01.
4 9
Discontinued. See 1999 Annual Book of ASTM Standards,Vol 01.04. Replaced Annual Book of ASTM Standards, Vol 04.05.
10
by A 1011/A 1011M. Annual Book of ASTM Standards, Vol 09.01.
5 11
Annual Book of ASTM Standards, Vol 01.05. Annual Book of ASTM Standards, Vol 04.08.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn. Contact ASTM
International (www.astm.org) for the latest information.
C 361 – 03a
10
Ozone Cracking in a Chamber 6.2.1.2 Blended Cement—Blended cement shall conform to
D 2240 Test Method for Rubber Property—Durometer the requirements of Specification C595 for Type IS portland
10
Hardness blastfurnaceslagcementorTypeIPportlandpozzolancement,
D4253 Test Method for Maximum Index Density and Unit except that the pozzolan constituent in the Type IP portland
11
Weight of Soils Using a Vibratory Table pozzolan cement shall
...

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