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ASTM C76-08a

(Specification)

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

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

ABSTRACT
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. 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. Pipes shall conform to the design and strength requirements for diameter, wall thickness, and compressive strength. The acceptability of the pipe shall be determined by the results of three-edge bearing test, absorption test, material test, visual inspection, crushing test, and compression test. The aggregate shall be so sized, graded, proportioned, and mixed with such proportions of Portland cement, blended hydraulic cement, or Portland cement and supplementary cementing materials, or admixtures, if used, or a combination thereof, and water to produce a homogeneous concrete mixture of such quality that the pipe will conform to the test and design requirements of the specification. Pipe reinforcement methods considered in this specification are circumferential reinforcement, longitudinal reinforcement, and joint reinforcement. Pipe shall be subjected to either steam curing, water curing, or the two methods combined, provided that the required compressive strength is attained.
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 inch-pound companion to Specification C 76M; therefore, no SI equivalents are presented in this specification. Reinforced concrete pipe that conform to the requirements of C 76M, are acceptable under this Specification C 76 unless prohibited by the Owner.
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, and care that 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 (Specification C 655).

General Information

Status
Historical
Publication Date
14-Apr-2008
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 C76-08 - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe
Effective Date
15-Apr-2008
Replaced By
ASTM C76-10 - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe
Effective Date
01-Feb-2010
Referred By
ASTM C1846/C1846M-19 - Standard Specification for Performance Based Manufacture of Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe
Effective Date
15-Apr-2008
Referred By
ASTM C1417-19 - Standard Specification for Manufacture of Reinforced Concrete Sewer, Storm Drain, and Culvert Pipe for Direct Design
Effective Date
15-Apr-2008
Referred By
ASTM C990-09(2019) - Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants
Effective Date
15-Apr-2008
Referred By
ASTM C1885-21 - Standard Specification for Circular Precast Concrete Culvert, Storm Drain, and Sewer Pipe for Pipe Jacking
Effective Date
15-Apr-2008
Referred By
ASTM C497-20e1 - Standard Test Methods for Concrete Pipe, Concrete Box Sections, Manhole Sections, or Tile
Effective Date
15-Apr-2008
Referred By
ASTM C1840/C1840M-22 - Standard Practice for Inspection and Acceptance of Installed Reinforced Concrete Culvert, Storm Drain, and Storm Sewer Pipe
Effective Date
15-Apr-2008
Referred By
ASTM C1417M-19 - Standard Specification for Manufacture of Reinforced Concrete Sewer, Storm Drain, and Culvert Pipe for Direct Design (Metric)
Effective Date
15-Apr-2008
Referred By
ASTM C443-21 - Standard Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets
Effective Date
15-Apr-2008
Referred By
ASTM C877-21 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections
Effective Date
15-Apr-2008
Referred By
ASTM C1628-19 - Standard Specification for Joints for Concrete Gravity Flow Sewer Pipe, Using Rubber Gaskets
Effective Date
15-Apr-2008

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ASTM C76-08a - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer PipeASTM C76-08a - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe
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REDLINE ASTM C76-08a - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer PipeREDLINE ASTM C76-08a - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe
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REDLINE ASTM C76-08a - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe
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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: C76 – 08a
Standard Specification for
1
Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe
This standard is issued under the fixed designation C76; the number immediately following the designation indicates the year of original
adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.Asuperscript
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 forcement, Deformed, for Concrete
A615/A615M Specification for Deformed and Plain
1.1 This specification covers reinforced concrete pipe
Carbon-Steel Bars for Concrete Reinforcement
intended to be used for the conveyance of sewage, industrial
A706/A706M Specification for Low-Alloy Steel Deformed
wastes, and storm water, and for the construction of culverts.
and Plain Bars for Concrete Reinforcement
1.2 This specification is the inch-pound companion to
C33 Specification for Concrete Aggregates
Specification C76M; therefore, no SI equivalents are presented
C76M Specification for Reinforced Concrete Culvert,
in this specification. Reinforced concrete pipe that conform to
Storm Drain, and Sewer Pipe [Metric]
the requirements of C76M, are acceptable under this Specifi-
C150 Specification for Portland Cement
cation C76 unless prohibited by the Owner.
C260 Specification for Air-Entraining Admixtures for Con-
NOTE 1—This specification is a manufacturing and purchase specifica-
crete
tion only, and does not include requirements for bedding, backfill, or the
C309 Specification for Liquid Membrane-Forming Com-
relationship between field load condition and the strength classification of
pounds for Curing Concrete
pipe. However, experience has shown that the successful performance of
C494/C494M Specification for Chemical Admixtures for
this product depends upon the proper selection of the class of pipe, type
of bedding and backfill, and care that installation conforms to the Concrete
construction specifications. The owner of the reinforced concrete pipe
C497 TestMethodsforConcretePipe,ManholeSections,or
specified herein is cautioned that he must correlate the field requirements
Tile
with the class of pipe specified and provide inspection at the construction
C595 Specification for Blended Hydraulic Cements
site.
C618 Specification for Coal Fly Ash and Raw or Calcined
NOTE 2—Attention is called to the specification for reinforced concrete
Natural Pozzolan for Use in Concrete
D-load culvert, storm drain, and sewer pipe (Specification C655).
C655 Specification for Reinforced Concrete D-Load Cul-
2. Referenced Documents
vert, Storm Drain, and Sewer Pipe
2
C822 Terminology Relating to Concrete Pipe and Related
2.1 ASTM Standards:
Products
A36/A36M Specification for Carbon Structural Steel
C989 Specification for Slag Cement for Use in Concrete
A82/A82M Specification for SteelWire, Plain, for Concrete
and Mortars
Reinforcement
C1017/C1017M Specification for ChemicalAdmixtures for
A185/A185M Specification for Steel Welded Wire Rein-
Use in Producing Flowing Concrete
forcement, Plain, for Concrete
C1116 Specification for Fiber-Reinforced Concrete and
A496/A496M Specification for Steel Wire, Deformed, for
Shotcrete
Concrete Reinforcement
A497/A497M Specification for Steel Welded Wire Rein-
3. Terminology
3.1 Definitions—For definitions of terms relating to con-
1
This specification is under the jurisdiction of ASTM Committee C13 on
crete pipe, see Terminology C822.
Concrete Pipe and is the direct responsibility of Subcommittee C13.02 on
Reinforced Sewer and Culvert Pipe.
4. Classification
Current edition approved April 15, 2008. Published May 2008. Originally
4.1 Pipe manufactured in accordance with this specification
approved in 1930. Last previous edition approved in 2008 as C76 – 08. DOI:
10.1520/C0076-08A.
shall be of five classes identified as Class I, Class II, Class III,
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Class IV, and Class V. The corresponding strength require-
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
ments are prescribed in Tables 1-5.
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 ----------------------
C76 – 08a
A
TABLE 1 Design Requirements for Class I Reinforced Concrete Pipe
NOTE 1—See Section 5 for basis of acceptance specified by the owner.
The strength test requirements in pounds-force per linear foot of pipe under the three-edge-bearing method shall be either the D-load (test load
expressed in pounds-force per linear foot per foot of diameter) to produce a 0.01-in. crack, or 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:C76–08 Designation: C 76 – 08a
Standard Specification for
1
Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe
ThisstandardisissuedunderthefixeddesignationC 76;thenumberimmediatelyfollowingthedesignationindicatestheyearoforiginal
adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.Asuperscript
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
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.
1.2A complete metric 1.2 This specification is the inch-pound companion to Specification C76 has been developed—
C76MC 76M; therefore, no metricSI equivalents are presented in this specification. Reinforced concrete pipe that conform to the
requirements of C 76M, are acceptable under this Specification C 76 unless prohibited by the Owner.
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, and care that 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 (Specification C 655).
2. Referenced Documents
2
2.1 ASTM Standards:
A 36/A 36M Specification for Carbon Structural Steel
A 82/A 82M Specification for Steel Wire, Plain, for Concrete Reinforcement
A 185/A 185M Specification for Steel Welded Wire Reinforcement, Plain, for Concrete
A 496/A 496M Specification for Steel Wire, Deformed, for Concrete Reinforcement
A 497/A 497M Specification for Steel Welded Wire Reinforcement, Deformed, for Concrete
A 615/A 615M Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
A 706/A 706M Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement
C 33 Specification for Concrete Aggregates
C 76M Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe [Metric]
C 150 Specification for Portland Cement
C 260 Specification for Air-Entraining Admixtures for Concrete
C 309 Specification for Liquid Membrane-Forming Compounds for Curing Concrete
C 494/C 494M Specification for Chemical Admixtures for Concrete
C 497 Test Methods for Concrete Pipe, Manhole Sections, or Tile
C 595 Specification for Blended Hydraulic Cements
C 618 Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete
C 655 Specification for Reinforced Concrete D-Load Culvert, Storm Drain, and Sewer Pipe
C 822 Terminology Relating to Concrete Pipe and Related Products
C 989 Specification for Ground Granulated Blast-Furnace Slag for Use in Concrete and Mortars
C 1017/C 1017M Specification for Chemical Admixtures for Use in Producing Flowing Concrete
C 1116 Specification for Fiber-Reinforced Concrete and Shotcrete
3. Terminology
3.1 Definitions—For definitions of terms relating to concrete pipe, see Terminology C 822.
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 Jan.April 15, 2008. Published FebruaryMay 2008. Originally approved in 1930. Last previous edition approved in 20072008 as C 76 – 078.
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 ----------------------
C76–08a
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.
...

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ASTM
ASTM C1840/C1840M-22(Practice)
Standard Practice for Inspection and Acceptance of Installed Reinforced Concrete Culvert, Storm Drain, and Storm Sewer Pipe

SIGNIFICANCE AND USE
4.1 The inspection of installed reinforced concrete pipe verifies proper installation of the product and establishes thresholds for comparison further evaluation.  
4.2 This practice is useful as a reference by an owner in preparing project specifications and to identify, evaluate and interpret observations during post installation inspections of pipe.
SCOPE
1.1 This practice covers the requirements for inspection and acceptance of installed reinforced concrete pipe by either person-entry, or remote inspection as shown in Figs. 1 and 2, respectively.
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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  • Standard
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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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