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ASTM C361M-03

(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-Feb-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 C361M-99 - Standard Specification for Reinforced Concrete Low-Head Pressure Pipe (Metric)
Effective Date
10-Feb-2003
Replaced By
ASTM C361M-03a - 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-Feb-2003

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ASTM C361M-03 - Standard Specification for Reinforced Concrete Low-Head Pressure Pipe (Metric)ASTM C361M-03 - Standard Specification for Reinforced Concrete Low-Head Pressure Pipe (Metric)
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ASTM C361M-03 - Standard Specification for Reinforced Concrete Low-Head Pressure Pipe (Metric)
English language
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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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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 – 03
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,
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
A615/A615M Specification for Deformed and Plain
375 kPa.
3
Billet-Steel 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.
5
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
7
mens in the Field
included in specifications for pipe laying.
7
C33 Specification for Concrete Aggregates
C39 Test Method for Compressive Strength of Cylindrical
2. Referenced Documents
7
Concrete Specimens
2.1 ASTM Standards:
8
C150 Specification for Portland Cement
A27/A27M Specification for Steel Castings, Carbon, for
2 C260 SpecificationforAir-EntrainingAdmixturesforCon-
General Application
7
3 crete
A36/A36M Specification for Carbon Structural Steel
C309 Specification for Liquid Membrane-Forming Com-
A82 Specification for Steel Wire, Plain, for Concrete Re-
7
3 pounds for Curing Concrete
inforcement
C497M Test Methods for Concrete Pipe, Manhole Sec-
A185 Specification for Steel Welded Wire, Reinforcement,
9
3 tions, or Tile (Metric)
Plain, for Concrete
8
C595 Specification for Blended Hydraulic Cements
A283/A283M Specification for Low and Intermediate
3 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-
7
3 Concrete
formed, for Concrete
C822 Terminology Relating to Concrete Pipe and Related
A497/A497M Specification for Steel Welded Wire Fabric,
9
3 Products
Deformed, for Concrete Reinforcement
D395 Test Methods for Rubber Property—Compression
A570/A570M Specification for Steel, Sheet and Strip,
10
4 Set
Carbon, Hot-Rolled
D412 Test Methods for Vulcanized Rubber and Thermo-
A575 SpecificationforSteelBars,Carbon,MerchantQual-
10
5 plastic Elastomers—Tension
ity, M-Grades
D471 Test Method for Rubber Property—Effect of Liq-
10
uids
D573 Test Method for Rubber–Deterioration in an Air
1
This specification is under the jurisdiction of ASTM Committee C13 on
10
Oven
ConcretePipeandisthedirectresponsibilityofSubcommitteeC13.04onLowHead
Pressure Pipe.
Current edition approved Feb. 10, 2003. Published July 2003. Originally
6
approved in 1978. Last previous edition approved in 1999 as C361M–99. 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 ----------------------
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.
C361M–03
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—Blendedcementshallconformto
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
po
...

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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.
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FIG. 2 Remote Inspection Camera  
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1.5 Access of installed pipe for manual inspection shall follow OSHA 29 CFR PART 1926 SUBPART AA regulations for confined space entry. However, this standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.  
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1.7 The values stated in either Imperial/US or [SI units] are to be regarded separately as standard. The SI units are shown in brackets. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other.  
1.8 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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This specification deals with the standards for single-cell precast reinforced concrete box sections cast monolithically and proposed for use in the construction of culverts and for the conveyance of storm water industrial sewage. The reinforced concrete shall be composed of cementitious materials, mineral aggregates and water, in which steel has been embedded. The aggregates shall be sized, graded, and mixed to the proportion that will produce a homogeneous mixture. The box sections shall also undergo steam curing, water curing, and membrane curing.
SCOPE
1.1 This specification covers single-cell precast reinforced concrete box sections cast monolithically and intended to be used for the construction of culverts and for the conveyance of storm water industrial wastes and sewage.  
1.2 This specification is the SI companion to Specification C1433.
Note 1: This specification is primarily a manufacturing and purchasing specification. However, standard designs are included and the criteria used to develop these designs are given in Appendix X1. The successful performance of this product depends upon the proper selection of the box section, bedding, backfill, and care that the installation conforms to the construction specifications. The purchaser of the precast reinforced concrete box sections specified herein is cautioned that he must properly correlate the loading conditions and the field requirements with the box section specified and provide for inspection at the construction site.  
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