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ASTM C76-07

(Specification)

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

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

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 A complete metric companion to Specification C 76 has been developed—C 76M; therefore, no metric 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-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

Replaces
ASTM C76-06 - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe
Effective Date
15-Mar-2007
Replaced By
ASTM C76-08 - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe
Effective Date
15-Jan-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-Mar-2007
Referred By
ASTM C497-20e1 - Standard Test Methods for Concrete Pipe, Concrete Box Sections, Manhole Sections, or Tile
Effective Date
15-Mar-2007
Referred By
ASTM C1417-19 - Standard Specification for Manufacture of Reinforced Concrete Sewer, Storm Drain, and Culvert Pipe for Direct Design
Effective Date
15-Mar-2007
Referred By
ASTM C1628-19 - Standard Specification for Joints for Concrete Gravity Flow Sewer Pipe, Using Rubber Gaskets
Effective Date
15-Mar-2007
Referred By
ASTM C443-21 - Standard Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets
Effective Date
15-Mar-2007
Referred By
ASTM C1885-21 - Standard Specification for Circular Precast Concrete Culvert, Storm Drain, and Sewer Pipe for Pipe Jacking
Effective Date
15-Mar-2007
Referred By
ASTM C1846/C1846M-19 - Standard Specification for Performance Based Manufacture of Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe
Effective Date
15-Mar-2007
Referred By
ASTM C877-21 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections
Effective Date
15-Mar-2007
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-Mar-2007
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-Mar-2007

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ASTM C76-07 - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer PipeASTM C76-07 - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe
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ASTM C76-07 - 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: C 76 – 07
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 forcement, Deformed, for Concrete
A 615/A 615M 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
A 706/A 706M Specification for Low-Alloy Steel De-
wastes, and storm water, and for the construction of culverts.
formed and Plain Bars for Concrete Reinforcement
1.2 Acomplete metric companion to Specification C 76 has
C33 Specification for Concrete Aggregates
been developed—C 76M; therefore, no metric equivalents are
C 76M Specification for Reinforced Concrete Culvert,
presented in this specification. Reinforced concrete pipe that
Storm Drain, and Sewer Pipe [Metric]
conform to the requirements of C 76M, are acceptable under
C 150 Specification for Portland Cement
this Specification C 76 unless prohibited by the Owner.
C 260 Specification forAir-EntrainingAdmixtures 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
C 309 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
C 494/C 494M 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
C 497 Test Methods for Concrete Pipe, Manhole Sections,
specified herein is cautioned that he must correlate the field requirements
or Tile
with the class of pipe specified and provide inspection at the construction
C 595 Specification for Blended Hydraulic Cements
site.
C 618 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 C 655).
C 655 Specification for Reinforced Concrete D-Load Cul-
2. Referenced Documents
vert, Storm Drain, and Sewer Pipe
2
C 822 Terminology Relating to Concrete Pipe and Related
2.1 ASTM Standards:
Products
A 36/A 36M Specification for Carbon Structural Steel
C 989 Specification for Ground Granulated Blast-Furnace
A 82/A 82M Specification for Steel Wire, Plain, for Con-
Slag for Use in Concrete and Mortars
crete Reinforcement
C 1017/C 1017M Specification for Chemical Admixtures
A 185/A 185M Specification for Steel Welded Wire Rein-
for Use in Producing Flowing Concrete
forcement, Plain, for Concrete
C 1116 Specification for Fiber-Reinforced Concrete and
A 496/A 496M Specification for Steel Wire, Deformed, for
Shotcrete
Concrete Reinforcement
A 497/A 497M Specification for Steel Welded Wire Rein-
3. Terminology
3.1 Definitions—For definitions of terms relating to con-
crete 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
4. Classification
Reinforced Sewer and Culvert Pipe.
4.1 Pipe manufactured in accordance with this specification
Current edition approved March 15, 2007. Published April 2007. Originally
approved in 1930. Last previous edition approved in 2006 as C 76 – 06.
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 ----------------------
C76–07
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
...

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1.1 This specification covers the manufacturing requirements for circular concrete pipe that is intended to be installed using pipe jacking techniques. The typical use of this type of pipe is for the conveyance of sewage, industrial wastes, storm water, utilities, or personnel.  
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Note 1: This specification is a manufacturing and purchase specification for concrete pipe installed using jacking techniques, to be utilized in conjunction with the designated concrete pipe manufacturing standard. It is possible that such pipe will require a special design to withstand the anticipated longitudinal loading. Additional calculations and information beyond what is required for a direct bury pipe are required to establish maximum jacking forces. For calculating allowable jacking forces, ASCE 27 may be referenced.
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4.1 This practice is useful as a reference by an owner and the owner’s engineer in preparing project specifications.
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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.
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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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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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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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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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ASTM C361-22(Specification)
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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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