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ASTM C361M-03a

(Specification)

Standard Specification for Reinforced Concrete Low-Head Pressure Pipe (Metric)

Standard Specification for Reinforced Concrete Low-Head Pressure Pipe (Metric)

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 375 kPa.
1.2 This metric specification is the equivalent to Specification C 361 and is compatible in technical content.
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-Sep-2003
Technical Committee
C13 - Concrete Pipe
Drafting Committee
C13.04 - Low Head Pressure Pipe
Current Stage
Ref Project

Relations

Replaces
ASTM C361M-03 - Standard Specification for Reinforced Concrete Low-Head Pressure Pipe (Metric)
Effective Date
10-Sep-2003
Replaced By
ASTM C361M-03ae1 - Standard Specification for Reinforced Concrete Low-Head Pressure Pipe (Metric)
Effective Date
10-Sep-2003
Referred By
ASTM C1619-20 - Standard Specification for Elastomeric Seals for Joining Concrete Structures
Effective Date
10-Sep-2003

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ASTM C361M-03a - Standard Specification for Reinforced Concrete Low-Head Pressure Pipe (Metric)ASTM C361M-03a - Standard Specification for Reinforced Concrete Low-Head Pressure Pipe (Metric)
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ASTM C361M-03a - Standard Specification for Reinforced Concrete Low-Head Pressure Pipe (Metric)
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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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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.
Designation: C 361M – 03a
METRIC
Standard Specification for
1
Reinforced Concrete Low-Head Pressure Pipe [Metric]
This standard is issued under the fixed designation C361M; 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 A576 Specification for Steel Bars, Carbon, Hot-Wrought,
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
Cold-Rolled
with low internal hydrostatic heads generally not exceeding
A615 Specification for Deformed and Plain Billet-Steel
375 kPa.
Bars for Concrete Reinforcement
1.2 This metric specification is the equivalent to Specifica-
A675/A675M Specification for Steel Bars, Carbon, Hot-
tion C361 and is compatible in technical content.
Wrought, Special Quality; Mechanical Properties
NOTE 1—Field tests on completed portions of the pipeline are not
C31 Practice for Making and Curing Concrete Test Speci-
coveredbythisspecificationforthemanufactureofthepipebutshouldbe
mens in the Field
included in specifications for pipe laying.
C33 Specification for Concrete Aggregates
C39 Test Method for Compressive Strength of Cylindrical
2. Referenced Documents
2 Concrete Specimens
2.1 ASTM Standards:
C150 Specification for Portland Cement
A27/A27M Specification for Steel Castings, Carbon, for
C260 SpecificationforAir-EntrainingAdmixturesforCon-
General Application
crete
A36/A36M Specification for Carbon Structural Steel
C309 Specification for Liquid Membrane-Forming Com-
A82 Specification for Steel Wire, Plain, for Concrete Re-
pounds for Curing Concrete
inforcement
C497M Test Methods for Concrete Pipe, Manhole Sec-
A185 Specification for Steel Welded Wire, Reinforcement,
tions, or Tile (Metric)
Plain, for Concrete
C595 Specification for Blended Hydraulic Cements
A283/A283M Specification for Low and Intermediate
C618 Specification for Fly Ash and Raw or Calcined
Tensile Strength Carbon Steel Plates
Natural Pozzolan for Use as a Mineral Admixture in
A496 Specification for Steel Wire Reinforcement, De-
Concrete
formed, for Concrete
C822 Terminology Relating to Concrete Pipe and Related
A497/A497M Specification for Steel Welded Wire Fabric,
Products
Deformed, for Concrete Reinforcement
D395 Test Methods for Rubber Property—Compression
A570/A570M Specification for Steel, Sheet and Strip,
Set
Carbon, Hot-Rolled
D412 Test Methods for Vulcanized Rubber and Thermo-
A575 SpecificationforSteelBars,Carbon,MerchantQual-
plastic Elastomers—Tension
ity, M-Grades
D471 Test Method for Rubber Property—Effect of Liquids
D573 Test Method for Rubber–Deterioration in an Air
Oven
1
This specification is under the jurisdiction of ASTM Committee C13 on
D698 Test Method for Laboratory Compaction Character-
ConcretePipeandisthedirectresponsibilityofSubcommitteeC13.04onLowHead
3
istics of Soil Using Standard Effort (12400 ft-lbf/ft (600
Pressure Pipe.
3
kN-m/m ))
Current edition approved September 10, 2003. Published January 2004. Origi-
nally approved in 1978. Last previous edition approved in 2003 as C361M–03.
D1149 Test Method for Rubber Deterioration—Surface
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Ozone Cracking in a Chambe
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
D 2240 Test Method for Rubber Property—Durometer
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. Hardness
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
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 361M – 03a
D4253 Test Method for Maximum Index Density and Unit except that the pozzolan constituent in the Type IP portland
Weight of Soils Using a Vibratory Table pozzolan cement shall not exceed 20% by weight.
D4254 Test Method for Minimum Index Density and Unit
6.2.2 Fly Ash or Pozzolan—Fly ash or pozzolan shall
Weight of Soils and Calculation of Relative Density conform to the requirements of Specification C618.
2.2 Other Standard:
6.2.3 Allowable Cementitious Materials—The combination
ACI Code 318 Standard Building Code Requirements for
of cementitious materials used in the concrete shall be one of
3
Reinforced Concrete
the following:
4
AISI-C1012
6.2.3.1 Portland cement only,
6.2.3.2 Portland blas
...

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