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ASTM C76M-11

(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
31-Jan-2011
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-10a - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe (Metric)
Effective Date
01-Feb-2011
Replaced By
ASTM C76M-12 - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe (Metric)
Effective Date
01-May-2012
Referred By
ASTM C443M-21 - Standard Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets (Metric)
Effective Date
01-Feb-2011
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-2011
Referred By
ASTM C76-22a - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe
Effective Date
01-Feb-2011
Referred By
ASTM C877M-21 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections (Metric)
Effective Date
01-Feb-2011
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-2011

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ASTM C76M-11 - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe (Metric)ASTM C76M-11 - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe (Metric)
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REDLINE ASTM C76M-11 - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe (Metric)REDLINE ASTM C76M-11 - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe (Metric)
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REDLINE ASTM C76M-11 - 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 – 11
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 A706/A706M Specification for Low-Alloy Steel Deformed
and Plain 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
C150 Specification for Portland Cement
wastes, and storm water, and for the construction of culverts.
C260 Specification for Air-Entraining Admixtures for Con-
1.2 This specification is the SI companion to Specification
crete
C76.
C309 Specification for Liquid Membrane-Forming Com-
NOTE 1—This specification is a manufacturing and purchase specifica-
pounds for Curing Concrete
tion only, and does not include requirements for bedding, backfill, or the
C494/C494M Specification for Chemical Admixtures for
relationship between field load condition and the strength classification of
Concrete
pipe. However, experience has shown that the successful performance of
C497M Test Methods for Concrete Pipe, Manhole Sections,
this product depends upon the proper selection of the class of pipe, type
or Tile [Metric]
of bedding and backfill, controlled manufacture in the plant, and care and
installation conforms to the construction specifications. The owner of the
C595 Specification for Blended Hydraulic Cements
reinforced concrete pipe specified herein is cautioned that he must
C618 Specification for Coal Fly Ash and Raw or Calcined
correlate the field requirements with the class of pipe specified and
Natural Pozzolan for Use in Concrete
provide inspection at the construction site.
C655M Specification for Reinforced Concrete D-Load Cul-
NOTE 2—Attention is called to the specification for reinforced concrete
vert, Storm Drain, and Sewer Pipe (Metric)
D-load culvert, storm drain, and sewer pipe (ASTM Designation C655M).
C822 Terminology Relating to Concrete Pipe and Related
2. Referenced Documents
Products
2
C989 Specification for Slag Cement for Use in Concrete
2.1 ASTM Standards:
and Mortars
A36/A36M Specification for Carbon Structural Steel
C1017/C1017M Specification for ChemicalAdmixtures for
A82/A82M Specification for SteelWire, Plain, for Concrete
Use in Producing Flowing Concrete
Reinforcement
C1116 Specification for Fiber-Reinforced Concrete and
A185/A185M Specification for Steel Welded Wire Rein-
Shotcrete
forcement, Plain, for Concrete
A496/A496M Specification for Steel Wire, Deformed, for
3. Terminology
Concrete Reinforcement
3.1 Definitions—For definitions of terms relating to con-
A497/A497M Specification for Steel Welded Wire Rein-
crete pipe, see Terminology C822.
forcement, Deformed, for Concrete
A615/A615M Specification for Deformed and Plain
4. Classification
Carbon-Steel Bars for Concrete Reinforcement
4.1 Pipe manufactured in accordance with this specification
shall be of five classes identified as Class I, Class II, Class III,
1
This specification is under the jurisdiction of ASTM Committee C13 on
Class IV, and Class V. The corresponding strength require-
Concrete Pipe and is the direct responsibility of Subcommittee C13.02 on
ments are prescribed in Tables 1-5.
Reinforced Sewer and Culvert Pipe.
Current edition approved Feb. 1, 2011. Published March 2011. Originally
5. Basis of Acceptance
approved in 1980. Last previous edition approved in 2010 as C76M – 10a. DOI:
10.1520/C0076M-11.
5.1 Unlessotherwisedesignatedbytheowneratthetimeof,
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
or before placing an order, there are two separate and alterna-
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
tive bases of acceptance. Independent of the method of
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 ----------------------
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 – 11
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
...

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–10a Designation: C76M – 11
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
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
A82/A82M Specification for Steel Wire, Plain, for Concrete Reinforcement
A185/A185M Specification for Steel Welded Wire Reinforcement, Plain, for Concrete
A496/A496M Specification for Steel Wire, Deformed, for Concrete Reinforcement
A497/A497M Specification for Steel Welded Wire Reinforcement, Deformed, for Concrete
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
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
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 approvedAprilFeb. 1, 2010.2011. Published May 2010.March 2011. Originally approved in 1980. Last previous edition approved in 2010 as C76M – 10a.
DOI: 10.1520/C0076M-10A1.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM 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 – 11
4. Classification
4.1 PipemanufacturedinaccordancewiththisspecificationshallbeoffiveclassesidentifiedasClassI,ClassII,ClassIII,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 T
...

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SCOPE
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ABSTRACT
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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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FIG. 1 Person Entry Inspection  
FIG. 2 Remote Inspection Camera  
1.2 The scope of this specification is intended for installation related observations and assumes that pre-installation inspection has been completed.  
1.3 The reinforced concrete culvert, storm drain and storm sewer pipe shall be manufactured in accordance with Specification C76, C506, C507, C655, C1417, or C1846/C1846M and accepted in accordance with AASHTO R 73. This specification shall only be used for gravity, non-pressure storm drainage applications.  
1.4 Person Entry shall be used unless extenuating circumstances preclude this type inspection. Remote inspection is acceptable for use for pipe diameters of 30 in. [750 mm] and smaller unless otherwise specified by owner or engineer.  
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.  
1.6 This practice does not cover deformation or deflection assessment. Concrete pipe is classified as a rigid structure because they do not bend or deflect appreciably under load before cracking. Due to these facts shape evaluation are of little or no value when evaluating concrete pipe.  
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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ASTM
ASTM C1433M-22(Specification)
Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric)

ABSTRACT
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.
SCOPE
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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  • Technical specification
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