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ASTM C361-03ae1

(Specification)

Standard Specification for Reinforced Concrete Low-Head Pressure Pipe

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.

General Information

Status
Historical
Publication Date
09-Jun-2003
ICS
23.040.50 - Pipes and fittings of other materials
Technical Committee
C13 - Concrete Pipe
Drafting Committee
C13.04 - Low Head Pressure Pipe
Current Stage
Ref Project

Relations

Replaces
ASTM C361-03a - Standard Specification for Reinforced Concrete Low-Head Pressure Pipe
Effective Date
10-Jun-2003
Replaced By
ASTM C361-05 - Standard Specification for Reinforced Concrete Low-Head Pressure Pipe
Effective Date
01-Jul-2005
Referred By
ASTM C1885-21 - Standard Specification for Circular Precast Concrete Culvert, Storm Drain, and Sewer Pipe for Pipe Jacking
Effective Date
10-Jun-2003
Referred By
ASTM C1619-20 - Standard Specification for Elastomeric Seals for Joining Concrete Structures
Effective Date
10-Jun-2003

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ASTM C361-03ae1 - Standard Specification for Reinforced Concrete Low-Head Pressure PipeASTM C361-03ae1 - Standard Specification for Reinforced Concrete Low-Head Pressure Pipe
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ASTM C361-03ae1 - Standard Specification for Reinforced Concrete Low-Head Pressure Pipe
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Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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
e1
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
e NOTE—Editorial changes were made to mandatory language throughout in April 2004.
1. Scope A576 Specification for Steel Bars, Carbon, Hot-Wrought,
5
Special Quality
1.1 This specification covers reinforced concrete pipe in-
A611 Specification for Structural Steel, Sheet, Carbon,
tended to be used for the construction of pressure pipelines
6
Cold-Rolled
with low internal hydrostatic heads generally not exceeding
A 615/A 615M Specification for Deformed and Plain
125 ft.
3
Billet-Steel Bars for Concrete Reinforcement
1.2 A complete metric companion to Specification C361
A675/A675M Specification for Steel Bars, Carbon, Hot-
hasbeendeveloped—C361M;therefore,nometricequivalents
5
Wrought, Special Quality, Mechanical Properties
are presented in this specification.
C31 Practice for Making and Curing Concrete Test Speci-
NOTE 1—Field tests on completed portions of the pipeline are not 7
mens in the Field
coveredbythisspecificationforthemanufactureofthepipebutshouldbe
7
C33 Specification for Concrete Aggregates
included in specifications for pipe laying.
C39 Test Method for Compressive Strength of Cylindrical
7
Concrete Specimens
2. Referenced Documents
8
C150 Specification for Portland Cement
2.1 ASTM Standards:
C260 SpecificationforAir-EntrainingAdmixturesforCon-
A27/A27M Specification for Steel Castings, Carbon, for
7
2 crete
General Application
3 C309 Specification for Liquid Membrane-Forming Com-
A36/A36M Specification for Carbon Structural Steel
7
pounds for Curing Concrete
A82 Specification for Steel Wire, Plain, for Concrete Re-
3 C497 Test Methods for Concrete Pipe, Manhole Sections,
inforcement
9
or Tile
A185 Specification for Steel Welded Wire Reinforcement,
8
C595 Specification for Blended Hydraulic Cements
3
Plain, for Concrete
C618 Specification for Fly Ash and Raw or Calcined
A283/A283M Specification for Low and Intermediate
Natural Pozzolan for Use as a Mineral Admixture in
3
Tensile Strength Carbon Steel Plates
7
Concrete
A496 Specification for SteelWire, Deformed, for Concrete
C822 Terminology Relating to Concrete Pipe and Related
3
Reinforcement
9
Products
A497/A 497M Specification for Steel Welded Wire Rein-
D395 Test Methods for Rubber Property—Compression
3
forcement, Deformed, for Concrete
10
Set
A570/A570M Specification for Steel, Sheet and Strip,
D412 Test Methods for Vulcanized Rubber and Thermo-
4
Carbon, Hot-Rolled
10
plastic Elastomers—Tension
A575 SpecificationforSteelBars,Carbon,MerchantQual-
D471 Test Method for Rubber Property—Effect of Liq-
5
ity, M-Grades
10
uids
D573 Test Method for Rubber–Deterioration in an Air
10
Oven
1
This specification is under the jurisdiction of ASTM Committee C13 on
ConcretePipeandisthedirectresponsibilityofSubcommitteeC13.04onLowHead
Pressure Pipe.
Current edition approved June 10, 2003. Published August 2003. Originally
6
approved in 1955. Last previous edition approved in 2003 as C361–03. Discontinued. See 1999 Annual Book of ASTM Standards,Vol 01.03. Replaced
2
Annual Book of ASTM Standards, Vol 01.02. by A 1008/A 1008M.
3 7
Annual Book of ASTM Standards, Vol 01.04. Annual Book of ASTM Standards, Vol 04.02.
4 8
Discontinued. See 1999 Annual Book of ASTM Standards,Vol 01.04. Replaced Annual Book of ASTM Standards, Vol 04.01.
9
by A 1011/A 1011M. Annual Book of ASTM Standards, Vol 04.05.
5 10
Annual Book of ASTM Standards, Vol 01.05. Annual Book of ASTM Standards, Vol 09.01.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
e1
C 361 – 03a
D698 Test Method for Laboratory Compaction Character- 6.2.1 Cement:
3
istics of Soil Using Standard Effort (12400 ft-lbf/ft (600 6.2.1.1 Portland Cement—Portland cement shall conform
3
11
kN-m/m ))
to the requirements of Specification C150.
D1149 Test Method for Rubber Deterioration—Surface
6.2.1.2 Blended Cement—Blended cement shall conform to
10
Ozone Cracking in a Chamber
the requirements of Specification C595 for Type IS portland
D 2240 Test Method for Rubber Property—Durometer
blastfurnaceslagcementorTypeIPportlandpozzolancement,
10
Hardness
except that the pozzolan constituent in the Type IP portland
D4253 Test Method for Maximum Index Density and Unit
pozzolan cement shall not exceed 20% by weight.
11
Weight of Soils Using a
...

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ASTM C361-22(Specification)
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ABSTRACT
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.
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 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.  
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