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ASTM C76M-05

(Specification)

Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe (Metric)

Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe (Metric)

SCOPE
1.1 This specification covers reinforced concrete pipe intended to be used for the conveyance of sewage, industrial wastes, and storm water, and for the construction of culverts.
1.2 This specification is the metric counterpart of Specification C 76.
Note 1—This specification is a manufacturing and purchase specification only, and does not include requirements for bedding, backfill, or the relationship between field load condition and the strength classification of pipe. However, experience has shown that the successful performance of this product depends upon the proper selection of the class of pipe, type of bedding and backfill, controlled manufacture in the plant, and care and installation conforms to the construction specifications. The owner of the reinforced concrete pipe specified herein is cautioned that he must correlate the field requirements with the class of pipe specified and provide inspection at the construction site.
Note 2—Attention is called to the specification for reinforced concrete D-load culvert, storm drain, and sewer pipe (ASTM Designation C 655M).

General Information

Status
Historical
Publication Date
31-Jan-2005
ICS
23.040.50 - Pipes and fittings of other materials
Technical Committee
C13 - Concrete Pipe
Drafting Committee
C13.02 - Reinforced Sewer and Culvert Pipe
Current Stage
Ref Project

Relations

Replaces
ASTM C76M-04 - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe (Metric)
Effective Date
01-Feb-2005
Replaced By
ASTM C76M-05a - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe (Metric)
Effective Date
15-May-2005
Referred By
ASTM C1846/C1846M-19 - Standard Specification for Performance Based Manufacture of Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe
Effective Date
01-Feb-2005
Referred By
ASTM C76-22a - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe
Effective Date
01-Feb-2005
Referred By
ASTM C990M-09(2019) - Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants (Metric)
Effective Date
01-Feb-2005
Referred By
ASTM C443M-21 - Standard Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets (Metric)
Effective Date
01-Feb-2005
Referred By
ASTM C877M-21 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections (Metric)
Effective Date
01-Feb-2005

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ASTM C76M-05 - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe (Metric)ASTM C76M-05 - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe (Metric)
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ASTM C76M-05 - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer 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 76M – 05
METRIC
Standard Specification for
Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe
1
[Metric]
This standard is issued under the fixed designation C 76M; 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
Billet-Steel Bars for Concrete Reinforcement
1.1 This specification covers reinforced concrete pipe in-
C33 Specification for Concrete Aggregates
tended to be used for the conveyance of sewage, industrial
C 150 Specification for Portland Cement
wastes, and storm water, and for the construction of culverts.
C 309 Specification for Liquid Membrane-Forming Com-
1.2 This specification is the metric counterpart of Specifi-
pounds for Curing Concrete
cation C 76.
C 497M Test Methods for Concrete Pipe, Manhole Sec-
NOTE 1—This specification is a manufacturing and purchase specifica-
tions, or Tile [Metric]
tion only, and does not include requirements for bedding, backfill, or the
C 595 Specification for Blended Hydraulic Cements
relationship between field load condition and the strength classification of
C 618 Specification for Coal Fly Ash and Raw or Calcined
pipe. However, experience has shown that the successful performance of
Natural Pozzolan for Use as a Mineral Admixture in
this product depends upon the proper selection of the class of pipe, type
Concrete
of bedding and backfill, controlled manufacture in the plant, and care and
installation conforms to the construction specifications. The owner of the
C 655M Specification for Reinforced Concrete D-Load
reinforced concrete pipe specified herein is cautioned that he must
Culvert, Storm Drain, and Sewer Pipe [Metric]
correlate the field requirements with the class of pipe specified and
C 822 Terminology Relating to Concrete Pipe and Related
provide inspection at the construction site.
Products
NOTE 2—Attention is called to the specification for reinforced concrete
C 1116 Specification for Fiber-Reinforced Concrete and
D-load culvert, storm drain, and sewer pipe (ASTM Designation
Shotcrete
C 655M).
3. Terminology
2. Referenced Documents
2
3.1 Definitions—For definitions of terms relating to con-
2.1 ASTM Standards:
crete pipe, see Terminology C 822.
A82 Specification for Steel Wire, Plain, for Concrete Re-
inforcement
4. Classification
A 185 Specification for Steel Welded Wire Reinforcement,
4.1 Pipe manufactured in accordance with this specification
Plain, for Concrete
shall be of five classes identified as Class I, Class II, Class III,
A 496 Specification for Steel Wire, Deformed, for Concrete
Class IV, and Class V. The corresponding strength require-
Reinforcement
ments are prescribed in Tables 1-5.
A 497 Specification for Steel Welded Wire Reinforcement,
Deformed, for Concrete
5. Basis of Acceptance
5.1 Unlessotherwisedesignatedbytheowneratthetimeof,
or before placing an order, there are two separate and alterna-
1
This specification is under the jurisdiction of ASTM Committee C13 on
tive bases of acceptance. Independent of the method of
Concrete Pipe and is the direct responsibility of Subcommittee C13.02 on
acceptance, the pipe shall be designed to meet both the 0.01-in.
Reinforced Sewer and Culvert Pipe.
crack and ultimate strength requirements.
Current edition approved Feb. 1, 2005. Published April 2005. Originally
approved in 1980. Last previous edition approved in 2004 as C 76M–04.
5.1.1 Acceptance on the Basis of Plant Load-Bearing Tests,
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Material Tests, and Inspection of Manufactured Pipe for Visual
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Defects and Imperfections—Acceptability of the pipe in all
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. diameters and classes produced in accordance with 7.1 or 7.2
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.
C76M–05
NOTE 1—The total reinforcement area of the inner circular cage and the elliptical cage shall not be less than that specified for the inner cage in Tables
1-5.
NOTE 2—The total reinforcement area of the outer circular cage and the elliptical cage shall not be less than that specified for the outer cage in Tables
...

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1.4 There are applications where concrete pipe is utilized as a carrier pipe and is pushed through a casing after the soil has already been removed. These applications are not specifically addressed by this standard since the requirements for these types of installations differ from those for a typical jacking installation.  
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5.1 This is not a routine test. The values recorded are applicable only to the sewer being tested and at the time of testing.
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This specification covers reinforced arch-shaped concrete pipe to be used for the conveyance of sewage, industrial wastes, storm water, and for the construction of culverts. Pipe manufactured according to this specification shall be of three classes identified as Class A-II, A-III, and A-IV. The reinforced concrete shall consist of cementitious materials, mineral aggregates, and water, in which steel has been embedded in such a manner that the steel and concrete act together. The pipe shall be designed to meet both the 0.01 in. crack and ultimate strength requirements determined by conducting plant load bearing tests, material tests, and inspection of manufactured pipe for visual defects and imperfections. The reinforcement, joint, and manufacture are detailed.
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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. Strength test and load test shall be made in accordance with the specified requirements.
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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. Strength test and load test shall be made in accordance with the specified requirements.
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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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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.  
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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