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ASTM C361M-99

(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 C361 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-Apr-1999
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

Replaced By
ASTM C361M-03 - Standard Specification for Reinforced Concrete Low-Head Pressure Pipe (Metric)
Effective Date
10-Feb-2003
Referred By
ASTM C1619-20 - Standard Specification for Elastomeric Seals for Joining Concrete Structures
Effective Date
10-Apr-1999

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ASTM C361M-99 - Standard Specification for Reinforced Concrete Low-Head Pressure Pipe (Metric)ASTM C361M-99 - Standard Specification for Reinforced Concrete Low-Head Pressure Pipe (Metric)
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ASTM C361M-99 - 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NOTICE: This standard has either been superceded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
Designation: C 361M – 99
METRIC
Standard Specification for
1
Reinforced Concrete Low-Head Pressure Pipe [Metric]
This standard is issued under the fixed designation C 361M; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number 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 A 611 Specification for Steel, Sheet, Carbon, Cold-Rolled,
4
Structural Quality
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
A 675/A 675M Specification for Steel Bars, Carbon, Hot-
375 kPa.
5
Wrought, Special Quality; Mechanical Properties
1.2 This metric specification is the equivalent to Specifica-
C 31 Practice for Making and Curing Concrete Test Speci-
tion C 361 and is compatible in technical content.
6
mens in the Field
NOTE 1—Field tests on completed portions of the pipeline are not 6
C 33 Specification for Concrete Aggregates
covered by this specification for the manufacture of the pipe but should be
C 39 Test Method for Compressive Strength of Cylindrical
included in specifications for pipe laying.
6
Concrete Specimens
7
C 150 Specification for Portland Cement
2. Referenced Documents
C 260 Specification for Air-Entraining Admixtures for Con-
2.1 ASTM Standards:
6
crete
A 27/A 27M Specification for Steel Castings, Carbon, for
2 C 309 Specification for Liquid Membrane-Forming Com-
General Application
6
3 pounds for Curing Concrete
A 36/A 36M Specification for Carbon Structural Steel
C 497M Test Methods for Concrete Pipe, Manhole Sec-
A 82 Specification for Steel Wire, Plain, for Concrete Re-
8
3 tions, or Tile (Metric)
inforcement
7
C 595 Specification for Blended Hydraulic Cements
A 185 Specification for Steel Welded Wire, Fabric, Plain,
3 C 618 Specification for Fly Ash and Raw or Calcined
for Concrete Reinforcement
Natural Pozzolan for Use as a Mineral Admixture in
A 283/A 283M Specification for Low and Intermediate
6
3 Portland Cement Concrete
Tensile Strength Carbon Steel Plates
C 822 Terminology Relating to Concrete Pipe and Related
A 496 Specification for Steel Wire, Deformed, for Concrete
8
3 Products
Reinforcement
D 395 Test Methods for Rubber Property—Compression
A 497 Specification for Steel Welded Wire Fabric, De-
9
3 Set
formed, for Concrete Reinforcement
D 412 Test Methods for Vulcanized Rubber and Thermo-
A 570/A 570M Specification for Steel, Sheet and Strip,
9
4 plastic Rubbers and Thermoplastic Elastomers-Tension
Carbon, Hot-Rolled, Structural Quality
D 471 Test Method for Rubber Property—Effect of Liq-
A 575 Specification for Steel Bars, Carbon, Merchant Qual-
9
5 uids
ity, M-Grades
D 573 Test Method for Rubber–Deterioration in an Air
A 576 Specification for Steel Bars, Carbon, Hot-Wrought,
9
5 Oven
Special Quality
D 698 Test Method for Laboratory Compaction Character-
3
istics of Soil Using Standard Effort (12 400 ft-lbf/ft (600
3 10
1
This specification is under the jurisdiction of ASTM Committee C-13 on kN-m/m ))
Concrete Pipe and is the direct responsibility of Subcommittee C13.04 on Low Head
Pressure Pipe.
Current edition approved April 10, 1999. Published July 1999. Originally
6
published as C 361M – 78. Last previous edition C 361M – 98. Annual Book of ASTM Standards, Vol 04.02.
2 7
Annual Book of ASTM Standards, Vol 01.02. Annual Book of ASTM Standards, Vol 04.01.
3 8
Annual Book of ASTM Standards, Vol 01.04. Annual Book of ASTM Standards, Vol 04.05.
4 9
Annual Book of ASTM Standards, Vol 01.03. Annual Book of ASTM Standards, Vol 09.01.
5 10
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.
1

---------------------- Page: 1 ----------------------
NOTICE: This standard has either been superceded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
C 361M
D 1149 Test Method for Rubber Deterioration—Surface 6.2.1.2 Blended Cement— Blended cement shall conform to
9
Ozone Cracking in a Chamber the requirements of Specification C 595 for Type IS portland
D 2240 Test Method for Rubber Property—Durometer blast furnace slag cement or Type IP portland pozzolan cement,
9
Hardness except that the pozzolan constituent in the Type IP portland
D 4253 Test Method for Maximum Index Density and Unit pozzolan cement shall not exceed 20 % by weight.
10
Weig
...

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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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4.2 This practice is useful as a reference by an owner in preparing project specifications and to identify, evaluate and interpret observations during post installation inspections of pipe.
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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.  
1.3 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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