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).

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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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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:C76M −14
StandardSpecification 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 U.S. 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
C1602/C1602M Specification for Mixing Water Used in the
2.1 ASTM Standards:
Production of Hydraulic Cement Concrete
A36/A36M Specification for Carbon Structural Steel
A615/A615M SpecificationforDeformedandPlainCarbon-
3. Terminology
Steel Bars for Concrete Reinforcement
A706/A706M Specification for Deformed and Plain Low- 3.1 Definitions—For definitions of terms relating to con-
Alloy Steel Bars for Concrete Reinforcement
crete pipe, see Terminology C822.
A1064/A1064M Specification for Carbon-Steel Wire and
4. Classification
Welded Wire Reinforcement, Plain and Deformed, for
Concrete
4.1 Pipe manufactured in accordance with this specification
C33 Specification for Concrete Aggregates
shall be of five classes identified as Class I, Class II, Class III,
C150 Specification for Portland Cement
Class IV, and Class V. The corresponding strength require-
C260 Specification for Air-Entraining Admixtures for Con-
ments are prescribed in Tables 1-5.
crete
5. Basis of Acceptance
1
This specification is under the jurisdiction of ASTM Committee C13 on
5.1 Unlessotherwisedesignatedbytheowneratthetimeof,
Concrete Pipe and is the direct responsibility of Subcommittee C13.02 on
or before placing an order, there are two separate and alterna-
Reinforced Sewer and Culvert Pipe.
tive bases of acceptance. Independent of the method of
Current edition approved Feb. 1, 2014. Published March 2014. Originally
acceptance, the pipe shall be designed to meet both the 0.01-in.
approved in 1980. Last previous edition approved in 2013 as C76M – 13a. DOI:
10.1520/C0076M-14.
crack and ultimate strength requirements specified in Tables
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
1-5.
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
5.1.1 Acceptance on the Basis of Plant Load-Bearing Tests,
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. Material Tests, and Inspection of Manufactured Pipe for Visual
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C76M−14
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 th
...

This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation: C76M − 13a C76M − 14
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 U.S. Department of Defense.
1. 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).
2. Referenced Documents
2
2.1 ASTM Standards:
A36/A36M Specification for Carbon Structural Steel
A615/A615M Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
A706/A706M Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement
A1064/A1064M Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete
C33 Specification for Concrete Aggregates
C150 Specification for Portland Cement
C260 Specification for Air-Entraining Admixtures for Concrete
C309 Specification for Liquid Membrane-Forming Compounds for Curing Concrete
C494/C494M Specification for Chemical Admixtures for Concrete
C497M Test Methods for Concrete Pipe, Manhole Sections, or Tile (Metric)
C595 Specification for Blended Hydraulic Cements
C618 Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete
C655M Specification for Reinforced Concrete D-Load Culvert, Storm Drain, and Sewer Pipe (Metric)
C822 Terminology Relating to Concrete Pipe and Related Products
C989 Specification for Slag Cement for Use in Concrete and Mortars
C1017/C1017M Specification for Chemical Admixtures for Use in Producing Flowing Concrete
C1116 Specification for Fiber-Reinforced Concrete and Shotcrete
C1602/C1602M Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete
3. Terminology
3.1 Definitions—For definitions of terms relating to concrete pipe, see Terminology C822.
1
This specification is under the jurisdiction of ASTM Committee C13 on Concrete Pipe and is the direct responsibility of Subcommittee C13.02 on Reinforced Sewer
and Culvert Pipe.
Current edition approved March 1, 2013Feb. 1, 2014. Published March 2013March 2014. Originally approved in 1980. Last previous edition approved in 2013 as
C76M – 13.C76M – 13a. DOI: 10.1520/C0076M-13A.10.1520/C0076M-14.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C76M − 14
4. Classification
4.1 Pipe manufactured in accordance with this specification shall be of five classes identified as Class I, Class II, Class III, Class
IV, and Class V. The corresponding strength requirements are prescribed in Tables 1-5.
5. Basis of Acceptance
5.1 Unless otherwise designated by the owner at the time of, or before placing an order, there are two separate and alternative
bases of acceptance. Independent of the method of acceptance, the pipe shall be designed to meet both the 0.01-in. crack and
ultimate strength requirements specified in Tables 1-5.
5.1.1 Acceptance on the Basis of Plant Load-Bea
...

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