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ASTM C361-99

(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 C361 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-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 C361-03 - Standard Specification for Reinforced Concrete Low-Head Pressure Pipe
Effective Date
10-Feb-2003
Referred By
ASTM C1619-20 - Standard Specification for Elastomeric Seals for Joining Concrete Structures
Effective Date
10-Apr-1999
Referred By
ASTM C1885-21 - Standard Specification for Circular Precast Concrete Culvert, Storm Drain, and Sewer Pipe for Pipe Jacking
Effective Date
10-Apr-1999

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ASTM C361-99 - Standard Specification for Reinforced Concrete Low-Head Pressure PipeASTM C361-99 - Standard Specification for Reinforced Concrete Low-Head Pressure Pipe
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ASTM C361-99 - Standard Specification for Reinforced Concrete Low-Head Pressure Pipe
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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NOTICE: This standard has either been superceded and replaced by a new version or discontinued.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 361 – 99
Standard Specification for
1
Reinforced Concrete Low-Head Pressure Pipe
This standard is issued under the fixed designation C 361; 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 615/A 615M Specification for Deformed and Plain
3
Billet-Steel Bars for Concrete Reinforcement
1.1 This specification covers reinforced concrete pipe in-
A 675/A 675M Specification for Steel Bars, Carbon, Hot-
tended to be used for the construction of pressure pipelines
5
Wrought, Special Quality, Mechanical Properties
with low internal hydrostatic heads generally not exceeding
C 31 Practice for Making and Curing Concrete Test Speci-
125 ft.
6
mens in the Field
1.2 A complete metric companion to Specification C 361
6
C 33 Specification for Concrete Aggregates
has been developed—C 361M; therefore, no metric equivalents
C 39 Test Method for Compressive Strength of Cylindrical
are presented in this specification.
6
Concrete Specimens
NOTE 1—Field tests on completed portions of the pipeline are not 7
C 150 Specification for Portland Cement
covered by this specification for the manufacture of the pipe but should be
C 260 Specification for Air-Entraining Admixtures for Con-
included in specifications for pipe laying.
6
crete
C 309 Specification for Liquid Membrane-Forming Com-
2. Referenced Documents
6
pounds for Curing Concrete
2.1 ASTM Standards:
C 497 Test Methods for Concrete Pipe, Manhole Sections,
A 27/A 27M Specification for Steel Castings, Carbon, for
8
2 or Tile
General Application
7
C 595 Specification for Blended Hydraulic Cements
3
A 36/A 36M Specification for Carbon Structural Steel
C 618 Specification for Fly Ash and Raw or Calcined
A 82 Specification for Steel Wire, Plain, for Concrete Re-
3 Natural Pozzolan for Use as a Mineral Admixture in
inforcement
6
Portland Cement Concrete
A 185 Specification for Steel Welded Wire, Fabric, Plain,
3 C 822 Terminology Relating to Concrete Pipe and Related
for Concrete Reinforcement
8
Products
A 283/A 283M Specification for Low and Intermediate
3 D 395 Test Methods for Rubber Property—Compression
Tensile Strength Carbon Steel Plates
9
Set
A 496 Specification for Steel Wire, Deformed, for Concrete
3 D 412 Test Methods for Vulcanized Rubber and Thermo-
Reinforcement
9
plastic Rubbers and Thermoplastic ElastomersTension
A 497 Specification for Steel Welded Wire Fabric, De-
3 D 471 Test Method for Rubber Property—Effect of Liq-
formed, for Concrete Reinforcement
9
uids
A 570/A 570M Specification for Steel, Sheet and Strip,
4 D 573 Test Method for Rubber–Deterioration in an Air
Carbon, Hot-Rolled, Structural Quality
9
Oven
A 575 Specification for Steel Bars, Carbon, Merchant Qual-
5 D 698 Test Method for Laboratory Compaction Character-
ity, M-Grades
3
istics of Soil Using Standard Effort (12 400 ft-lbf/ft (600
A 576 Specification for Steel Bars, Carbon, Hot-Wrought,
3 10
5 kN-m/m ))
Special Quality
D 1149 Test Method for Rubber Deterioration—Surface
A 611 Specification for Steel, Sheet, Carbon, Cold-Rolled,
9
4 Ozone Cracking in a Chamber
Structural Quality
D 2240 Test Method for Rubber Property—Durometer
9
Hardness
1
This specification is under the jurisdiction of ASTM Committee C-13 on
D 4253 Test Method for Maximum Index Density and Unit
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 361 – 55 T. Last previous edition C 361 – 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 361
10
Weight of Soils Using a Vibratory Table 6.2.2 Fly Ash or Pozzolan—Fly ash or pozzolan shall
D 4254 Test Method for Minimum Index Density and Unit conform to the requirements of Specification C 618.
10
Weight of Soils and Calculation of Relative Density
6.2.3 Allowable Combinations of Cem
...

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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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4.1 The inspection of installed reinforced concrete pipe verifies proper installation of the product and establishes thresholds for comparison further evaluation.  
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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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.
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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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