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ASTM C76-05

(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.
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
31-Jan-2005
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 C76-04a - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe
Effective Date
01-Feb-2005
Replaced By
ASTM C76-05a - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe
Effective Date
15-May-2005
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-2005
Referred By
ASTM C1417-19 - Standard Specification for Manufacture of Reinforced Concrete Sewer, Storm Drain, and Culvert Pipe for Direct Design
Effective Date
01-Feb-2005
Referred By
ASTM C877-21 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections
Effective Date
01-Feb-2005
Referred By
ASTM C443-21 - Standard Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets
Effective Date
01-Feb-2005
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
01-Feb-2005
Referred By
ASTM C1628-19 - Standard Specification for Joints for Concrete Gravity Flow Sewer Pipe, Using Rubber Gaskets
Effective Date
01-Feb-2005
Referred By
ASTM C1417M-19 - Standard Specification for Manufacture of Reinforced Concrete Sewer, Storm Drain, and Culvert Pipe for Direct Design (Metric)
Effective Date
01-Feb-2005
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
01-Feb-2005
Referred By
ASTM C1885-21 - Standard Specification for Circular Precast Concrete Culvert, Storm Drain, and Sewer Pipe for Pipe Jacking
Effective Date
01-Feb-2005
Referred By
ASTM C497-20e1 - Standard Test Methods for Concrete Pipe, Concrete Box Sections, Manhole Sections, or Tile
Effective Date
01-Feb-2005

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ASTM C76-05 - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer PipeASTM C76-05 - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe
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ASTM C76-05 - 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 – 05
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 C 76M Specification for Reinforced Concrete Culvert,
Storm Drain, and Sewer Pipe (Metric)
1.1 This specification covers reinforced concrete pipe
C 150 Specification for Portland Cement
intended to be used for the conveyance of sewage, industrial
C 309 Specification for Liquid Membrane-Forming Com-
wastes, and storm water, and for the construction of culverts.
pounds for Curing Concrete
1.2 Acomplete metric companion to Specification C 76 has
C 497 Test Methods for Concrete Pipe, Manhole Sections,
been developed—C 76M; therefore, no metric equivalents are
or Tile
presented in this specification. Reinforced concrete pipe that
C 595 Specification for Blended Hydraulic Cements
conform to the requirements of C 76 M, are acceptable under
C 618 Specification for Coal Fly Ash and Raw or Calcined
this Specification C 76 unless prohibited by the Owner.
Natural Pozzolan for Use as a Mineral Admixture in
NOTE 1—This specification is a manufacturing and purchase specifica-
Concrete
tion only, and does not include requirements for bedding, backfill, or the
C 655 Specification for Reinforced Concrete D-Load Cul-
relationship between field load condition and the strength classification of
vert, Storm Drain, and Sewer Pipe
pipe. However, experience has shown that the successful performance of
C 822 Terminology Relating to Concrete Pipe and Related
this product depends upon the proper selection of the class of pipe, type
Products
of bedding and backfill, and care that installation conforms to the
construction specifications. The owner of the reinforced concrete pipe
C 989 Specification for Ground Granulated Blast-Furnace
specified herein is cautioned that he must correlate the field requirements
Slag for Use in Concrete and Mortars
with the class of pipe specified and provide inspection at the construction
C 1116 Specification for Fiber-Reinforced Concrete and
site.
Shotcrete
NOTE 2—Attention is called to the specification for reinforced concrete
C 1157 Performance Specification for Hydraulic Concrete
D-load culvert, storm drain, and sewer pipe (Specification C 655).
3. Terminology
2. Referenced Documents
2
3.1 Definitions—For definitions of terms relating to con-
2.1 ASTM Standards:
crete pipe, see Terminology C 822.
A82 Specification for Steel Wire, Plain, for Concrete Re-
inforcement
4. Classification
A 185 Specification for Steel Welded Wire Reinforcement,
4.1 Pipe manufactured in accordance with this specification
Plain, for Concrete
shall be of five classes identified as Class I, Class II, Class III,
A 496 Specification for Steel Wire, Deformed, for Concrete
Class IV, and Class V. The corresponding strength require-
Reinforcement
ments are prescribed in Tables 1-5.
A 497 Specification for Steel Welded Wire Reinforcement,
Deformed, for Concrete
5. Basis of Acceptance
A 615/A 615M Specification for Deformed and Plain
5.1 Unlessotherwisedesignatedbytheowneratthetimeof,
Billet-Steel Bars for Concrete Reinforcement
or before placing an order, there are two separate and alterna-
C33 Specification for Concrete Aggregates
tive bases of acceptance. Independent of the method of
acceptance, the pipe shall be designed to meet both the 0.01-in.
1
This specification is under the jurisdiction of ASTM Committee C13 on crack and ultimate strength requirements.
Concrete Pipe and is the direct responsibility of Subcommittee C13.02 on
5.1.1 Acceptance on the Basis of Plant Load-Bearing Tests,
Reinforced Sewer and Culvert Pipe.
Material Tests, and Inspection of Manufactured Pipe for Visual
Current edition approved Feb. 1, 2005. Published April 2005. Originally
Defects and Imperfections—Acceptability of the pipe in all
approved in 1930. Last previous edition approved in 2004 as C 76–04a.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
diameters and classes produced in accordance with 7.1 or 7.2
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
shall be determined by the results of the three-edge bearing
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 ----------------------
C76–05
A
TABLE 1 Design Requirements for Class I Reinforced Concrete Pi
...

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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.  
1.2 The requirements of this specification are intended to supplement the existing manufacturing standards for precast concrete pipe and provide the additional manufacturing details required for pipe that will be installed using jacking techniques. The parent manufacturing standard for the concrete pipe is denoted as the “designated concrete pipe manufacturing standard” throughout this document. The requirements included within shall supplement the designated concrete pipe manufacturing standard when the concrete pipe is to be used for jacking.
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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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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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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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.
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FIG. 2 Remote Inspection Camera  
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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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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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