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ASTM C76M-13

(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)

ABSTRACT
This specification covers reinforced concrete culvert, storm drain, and sewer pipe. The pipe manufactured with this specification shall be of five classes: Class I, Class II, Class III, Class IV, and Class V. The strength requirements for each class are specified. The reinforced concrete shall consists of: cementitious materials, mineral aggregates, and water. Cementitious materials are the following: cement, ground granulated blast-furnace slag, fly ash, and allowable combinations of cementitious materials. Other materials include: admixtures and blends, steel reinforcement, and synthetic fibers. Design tables and modified of special designs are given. Reinforcements are the following: circumferential reinforcement, longitudinal reinforcement, and joint reinforcement for rubber and non-rubber gasket joints. The physical properties shall conform to the required test for external load crushing strength. The following concrete tests shall be done: compression testing of cylinders, compression testing of cores, absorption test, and equipment test.
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 SI companion to Specification C76. 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 C655M).

General Information

Status
Historical
Publication Date
14-Jan-2013
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-12a - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe (Metric)
Effective Date
15-Jan-2013
Replaced By
ASTM C76M-13a - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe (Metric)
Effective Date
01-Mar-2013
Referred By
ASTM C1846/C1846M-19 - Standard Specification for Performance Based Manufacture of Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe
Effective Date
15-Jan-2013
Referred By
ASTM C443M-21 - Standard Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets (Metric)
Effective Date
15-Jan-2013
Referred By
ASTM C877M-21 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections (Metric)
Effective Date
15-Jan-2013
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
15-Jan-2013
Referred By
ASTM C76-22a - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe
Effective Date
15-Jan-2013

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ASTM C76M-13 - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe (Metric)ASTM C76M-13 - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe (Metric)
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ASTM C76M-13 - 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.
Please contact ASTM International (www.astm.org) for the latest information.
Designation:C76M −13
Standard Specification for
Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe
1
(Metric)
This standard is issued under the fixed designation C76M; 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 (´) 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 C309 Specification for Liquid Membrane-Forming Com-
pounds for Curing Concrete
1.1 This specification covers reinforced concrete pipe in-
C494/C494M Specification for Chemical Admixtures for
tended to be used for the conveyance of sewage, industrial
Concrete
wastes, and storm water, and for the construction of culverts.
C497M Test Methods for Concrete Pipe, Manhole Sections,
1.2 This specification is the SI companion to Specification
or Tile [Metric]
C76.
C595 Specification for Blended Hydraulic Cements
C618 Specification for Coal Fly Ash and Raw or Calcined
NOTE 1—This specification is a manufacturing and purchase specifica-
tion only, and does not include requirements for bedding, backfill, or the
Natural Pozzolan for Use in Concrete
relationship between field load condition and the strength classification of
C655M Specification for Reinforced Concrete D-Load
pipe. However, experience has shown that the successful performance of
Culvert, Storm Drain, and Sewer Pipe (Metric)
this product depends upon the proper selection of the class of pipe, type
C822 Terminology Relating to Concrete Pipe and Related
of bedding and backfill, controlled manufacture in the plant, and care and
Products
installation conforms to the construction specifications. The owner of the
reinforced concrete pipe specified herein is cautioned that he must
C989 Specification for Slag Cement for Use in Concrete and
correlate the field requirements with the class of pipe specified and
Mortars
provide inspection at the construction site.
C1017/C1017M Specification for Chemical Admixtures for
NOTE 2—Attention is called to the specification for reinforced concrete
Use in Producing Flowing Concrete
D-load culvert, storm drain, and sewer pipe (ASTM Designation C655M).
C1116 Specification for Fiber-Reinforced Concrete and
2. Referenced Documents
Shotcrete
2
2.1 ASTM Standards:
3. Terminology
A36/A36M Specification for Carbon Structural Steel
A615/A615M SpecificationforDeformedandPlainCarbon- 3.1 Definitions—For definitions of terms relating to con-
Steel Bars for Concrete Reinforcement crete pipe, see Terminology C822.
A706/A706M Specification for Low-Alloy Steel Deformed
4. Classification
and Plain Bars for Concrete Reinforcement
A1064/A1064M Specification for Carbon-Steel Wire and
4.1 Pipe manufactured in accordance with this specification
Welded Wire Reinforcement, Plain and Deformed, for
shall be of five classes identified as Class I, Class II, Class III,
Concrete
Class IV, and Class V. The corresponding strength require-
C33 Specification for Concrete Aggregates
ments are prescribed in Tables 1-5.
C150 Specification for Portland Cement
C260 Specification for Air-Entraining Admixtures for Con-
5. Basis of Acceptance
crete
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 specified in Tables
Current edition approved Jan. 15, 2013. Published February 2013. Originally
1-5.
approved in 1980. Last previous edition approved in 2012 as C76M – 12A. DOI:
10.1520/C0076M-13.
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.
Please contact ASTM International (www.astm.org) for the latest information.
C76M−13
NOTE 1—The total reinforcement area of the inner circular cage and t
...

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SIGNIFICANCE AND USE
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.
SCOPE
1.1 This practice covers procedures for testing the joints of installed precast concrete pipe sewer lines, when using either air or water under low pressure to demonstrate the integrity of the joint and the construction procedures. This practice is used for testing precast concrete sewer lines utilizing rubber gasket sealed joints.
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ABSTRACT
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.
SCOPE
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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.
SCOPE
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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.  
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SCOPE
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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.
SCOPE
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.  
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