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ASTM C361M-05

(Specification)

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

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

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 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
30-Jun-2005
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 C361M-03ae1 - Standard Specification for Reinforced Concrete Low-Head Pressure Pipe (Metric)
Effective Date
01-Jul-2005
Replaced By
ASTM C361M-08 - Standard Specification for Reinforced Concrete Low-Head Pressure Pipe (Metric)
Effective Date
15-Nov-2008
Referred By
ASTM C1619-20 - Standard Specification for Elastomeric Seals for Joining Concrete Structures
Effective Date
01-Jul-2005

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ASTM C361M-05 - Standard Specification for Reinforced Concrete Low-Head Pressure Pipe (Metric)ASTM C361M-05 - Standard Specification for Reinforced Concrete Low-Head Pressure Pipe (Metric)
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ASTM C361M-05 - 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 – 05
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 A611 Specification for Structural Steel, Sheet, Carbon,
3
Cold-Rolled
1.1 This specification covers reinforced concrete pipe in-
A615 Specification for Deformed and Plain Carbon-Steel
tended to be used for the construction of pressure pipelines
Bars for Concrete Reinforcement
with low internal hydrostatic heads generally not exceeding
A675/A675M Specification for Steel Bars, Carbon, Hot-
375 kPa.
Wrought, Special Quality; Mechanical Properties
1.2 This metric specification is the equivalent to Specifica-
C31/C31M Practice for Making and Curing Concrete Test
tion C361 and is compatible in technical content.
Specimens in the Field
NOTE 1—Field tests on completed portions of the pipeline are not
C33 Specification for Concrete Aggregates
coveredbythisspecificationforthemanufactureofthepipebutshouldbe
C39/C39M Test Method for Compressive Strength of Cy-
included in specifications for pipe laying.
lindrical Concrete Specimens
C150 Specification for Portland Cement
2. Referenced Documents
2 C260 SpecificationforAir-EntrainingAdmixturesforCon-
2.1 ASTM Standards:
crete
A27/A27M Specification for Steel Castings, Carbon, for
C309 Specification for Liquid Membrane-Forming Com-
General Application
pounds for Curing Concrete
A36/A36M Specification for Carbon Structural Steel
C497M Test Methods for Concrete Pipe, Manhole Sec-
A82/A82M Specification for Steel Wire, Plain, for Con-
tions, or Tile (Metric)
crete Reinforcement
C595 Specification for Blended Hydraulic Cements
A185/A185M Specification for Steel Welded Wire, Rein-
C618 Specification for Fly Ash and Raw or Calcined
forcement, Plain, for Concrete
Natural Pozzolan for Use in Concrete
A283/A283M Specification for Low and Intermediate
C822 Terminology Relating to Concrete Pipe and Related
Tensile Strength Carbon Steel Plates
Products
A496/A496M Specification for SteelWire Reinforcement,
D395 Test Methods for Rubber Property—Compression
Deformed, for Concrete
Set
A497/A497M Specification for Steel Welded Wire Fabric,
D412 Test Methods for Vulcanized Rubber and Thermo-
Deformed, for Concrete Reinforcement
plastic Elastomers—Tension
A570/A570M Specification for Steel, Sheet and Strip,
3 D471 Test Method for Rubber Property—Effect of Liquids
Carbon, Hot-Rolled
D573 Test Method for Rubber–Deterioration in an Air
A575 SpecificationforSteelBars,Carbon,MerchantQual-
Oven
ity, M-Grades
D698 Test Method for Laboratory Compaction Character-
A576 Specification for Steel Bars, Carbon, Hot-Wrought,
3
istics of Soil Using Standard Effort (12400 ft-lbf/ft (600
Special Quality
3
kN-m/m ))
D1149 Test Method for Rubber Deterioration—Surface
1
This specification is under the jurisdiction of ASTM Committee C13 on
Ozone Cracking in a Chambe
ConcretePipeandisthedirectresponsibilityofSubcommitteeC13.04onLowHead
D 2240 Test Method for Rubber Property—Durometer
Pressure Pipe.
Hardness
Current edition approved July 1, 2005. Published August 2005. Originally
e1
approved in 1978. Last previous edition approved in 2003 as C361M–03a . D4253 Test Method for Maximum Index Density and Unit
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Weight of Soils Using a Vibratory Table
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website.
3
Withdrawn.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
C361M–05
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
4
Reinforced Concrete
the following:
5
AISI-C1012
6.2.3.1 Portland cement only,
6.2.3.2 Portland blast furnace slag cement only,
3. Terminology
6.2.3.3 Portland pozzolan cement only, or
3.1 Definitions—For definitions of terms relating to con- 6.2.3.4 A combination of portland cement and fly ash or
crete pipe, see Terminology C822.
pozzolan, wherein the proportion of fly as
...

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SCOPE
1.1 This specification covers nonreinforced concrete pipe designed for specified strengths and intended to be used for the conveyance of sewage, industrial wastes, and storm water and for the construction of culverts.  
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ASTM C361-22(Specification)
Standard Specification for Reinforced Concrete Low-Head Pressure Pipe

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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