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ASTM

ASTM C76M-07

(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
14-Mar-2007
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

Replaced By
ASTM C76M-08 - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe (Metric)
Effective Date
15-Jan-2008

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ASTM C76M-07 - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe (Metric)ASTM C76M-07 - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe (Metric)
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ASTM C76M-07 - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe (Metric)
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Standards Content (Sample)

Designation: C 76M – 07
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 185/A 185M Specification for Steel Welded Wire Rein-
forcement, Plain, for Concrete
1.1 This specification covers reinforced concrete pipe in-
A 496/A 496M Specification for Steel Wire, Deformed, for
tended to be used for the conveyance of sewage, industrial
Concrete Reinforcement
wastes, and storm water, and for the construction of culverts.
A 497/A 497M Specification for Steel Welded Wire Rein-
1.2 This specification is the metric counterpart of Specifi-
forcement, Deformed, for Concrete
cation C 76.
A 615/A 615M Specification for Deformed and Plain
NOTE 1—This specification is a manufacturing and purchase specifica-
Carbon-Steel Bars for Concrete Reinforcement
tion only, and does not include requirements for bedding, backfill, or the
A 706/A 706M Specification for Low-Alloy Steel De-
relationship between field load condition and the strength classification of
formed and Plain Bars for Concrete Reinforcement
pipe. However, experience has shown that the successful performance of
C33 Specification for Concrete Aggregates
this product depends upon the proper selection of the class of pipe, type
C 150 Specification for Portland Cement
of bedding and backfill, controlled manufacture in the plant, and care and
installation conforms to the construction specifications. The owner of the
C 260 Specification forAir-EntrainingAdmixtures for Con-
reinforced concrete pipe specified herein is cautioned that he must
crete
correlate the field requirements with the class of pipe specified and
C 309 Specification for Liquid Membrane-Forming Com-
provide inspection at the construction site.
pounds for Curing Concrete
NOTE 2—Attention is called to the specification for reinforced concrete
C 494/C 494M Specification for Chemical Admixtures for
D-load culvert, storm drain, and sewer pipe (ASTM Designation
Concrete
C 655M).
C 497M Test Methods for Concrete Pipe, Manhole Sec-
2. Referenced Documents
tions, or Tile [Metric]
2
C 595 Specification for Blended Hydraulic Cements
2.1 ASTM Standards:
A 36/A 36M Specification for Carbon Structural Steel C 618 Specification for Coal Fly Ash and Raw or Calcined
Natural Pozzolan for Use in Concrete
A 82/A 82M Specification for Steel Wire, Plain, for Con-
crete Reinforcement C 655M Specification for Reinforced Concrete D-Load
Culvert, Storm Drain, and Sewer Pipe [Metric]
C 822 Terminology Relating to Concrete Pipe and Related
1
This specification is under the jurisdiction of ASTM Committee C13 on
Products
Concrete Pipe and is the direct responsibility of Subcommittee C13.02 on
C 989 Specification for Ground Granulated Blast-Furnace
Reinforced Sewer and Culvert Pipe.
Slag for Use in Concrete and Mortars
Current edition approved March 15, 2007. Published April 2007. Originally
approved in 1980. Last previous edition approved in 2005 as C 76M – 05b.
C 1017/C 1017M Specification for Chemical Admixtures
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
for Use in Producing Flowing Concrete
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
C 1116 Specification for Fiber-Reinforced Concrete and
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. Shotcrete
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
C76M–07
3. Terminology crushingtestsonconcretecoresorcuredconcretecylinders;by
an absorption test of the concrete from the wall of the pipe for
3.1 Definitions—For definitions of terms relating to con-
each mix design that is used on an order; and by inspection of
crete pipe, see Terminology C 822.
the finished pipe including amount and placement of reinforce-
ment to determine its conformance with the accepted design
4. Classification
and its freedom from defects.
4.1 Pipe manufactured in accordance with this specification
5.1.3 When agreed upon between the owner and manufac-
shall be of five classes identified as Class I, Class II, Class III,
turer, any portion or any combination of the tests itemized in
Class IV, and Class V. The corresponding strength require-
5.1.1 or 5.1.2 may form the basis of acceptance.
ments are prescribed in Tables 1-5.
5.2 Age for Acceptance—Pipe shall be considered ready for
acceptance when it conforms to the requirements as indicated
5. Basis of Acceptance
by the specified tests.
5.1 Unlessotherwisedesignatedbytheowneratth
...

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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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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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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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