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ASTM C76-19b

(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 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 inch-pound companion to Specification C76M; therefore, no SI equivalents are presented in this specification. Reinforced concrete pipe that conform to the requirements of C76M, are acceptable under this Specification C76 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 C655).  
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.

General Information

Status
Historical
Publication Date
30-Nov-2019
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

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ASTM C76-19b - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer PipeASTM C76-19b - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe
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REDLINE ASTM C76-19b - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer PipeREDLINE ASTM C76-19b - 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 −19b
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 U.S. Department of Defense.
1. Scope* A706/A706M Specification for Deformed and Plain Low-
Alloy Steel Bars for Concrete Reinforcement
1.1 This specification covers reinforced concrete pipe in-
A1064/A1064M Specification for Carbon-Steel Wire and
tended to be used for the conveyance of sewage, industrial
Welded Wire Reinforcement, Plain and Deformed, for
wastes, and storm water, and for the construction of culverts.
Concrete
1.2 This specification is the inch-pound companion to
C33/C33M Specification for Concrete Aggregates
Specification C76M; therefore, no SI equivalents are presented
C76M Specification for Reinforced Concrete Culvert, Storm
in this specification. Reinforced concrete pipe that conform to
Drain, and Sewer Pipe (Metric)
the requirements of C76M, are acceptable under this Specifi-
C150/C150M Specification for Portland Cement
cation C76 unless prohibited by the Owner.
C260/C260M Specification for Air-Entraining Admixtures
NOTE 1—This specification is a manufacturing and purchase specifica-
for Concrete
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
C443 Specification for Joints for Concrete Pipe and
this product depends upon the proper selection of the class of pipe, type
Manholes, Using Rubber Gaskets
of bedding and backfill, and care that installation conforms to the
construction specifications. The owner of the reinforced concrete pipe
C494/C494M Specification for Chemical Admixtures for
specified herein is cautioned that he must correlate the field requirements
Concrete
with the class of pipe specified and provide inspection at the construction
C497 Test Methods for Concrete Pipe, Concrete Box
site.
Sections, Manhole Sections, or Tile
NOTE 2—Attention is called to the specification for reinforced concrete
D-load culvert, storm drain, and sewer pipe (Specification C655). C595/C595M Specification for Blended Hydraulic Cements
C618 Specification for Coal Fly Ash and Raw or Calcined
1.3 This international standard was developed in accor-
Natural Pozzolan for Use in Concrete
dance with internationally recognized principles on standard-
C655 Specification for Reinforced Concrete D-Load
ization established in the Decision on Principles for the
Development of International Standards, Guides and Recom- Culvert, Storm Drain, and Sewer Pipe
C822 Terminology Relating to Concrete Pipe and Related
mendations issued by the World Trade Organization Technical
Barriers to Trade (TBT) Committee. Products
C989/C989M Specification for Slag Cement for Use in
2. Referenced Documents Concrete and Mortars
2 C990 Specification for Joints for Concrete Pipe, Manholes,
2.1 ASTM Standards:
and Precast Box Sections Using Preformed Flexible Joint
A36/A36M Specification for Carbon Structural Steel
Sealants
A615/A615M SpecificationforDeformedandPlainCarbon-
C1017/C1017M Specification for Chemical Admixtures for
Steel Bars for Concrete Reinforcement
Use in Producing Flowing Concrete
C1116/C1116M Specification for Fiber-Reinforced Concrete
C1602/C1602M Specification for Mixing Water Used in the
1
This specification is under the jurisdiction of ASTM Committee C13 on
Production of Hydraulic Cement Concrete
Concrete Pipe and is the direct responsibility of Subcommittee C13.02 on
C1628 Specification for Joints for Concrete Gravity Flow
Reinforced Sewer and Culvert Pipe.
Current edition approved Dec. 1, 2019. Published December 2019. Originally
Sewer Pipe, Using Rubber Gaskets
approved in 1930. Last previous edition approved in 2019 as C76 - 19a. DOI:
10.1520/C0076-19B.
2 3. Terminology
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
3.1 Definitions—Fordefinitionsoftermsrelatingtoconcrete
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. pipe, see Terminology C822.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C76
...

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 − 19a C76 − 19b
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. 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 inch-pound companion to Specification C76M; therefore, no SI equivalents are presented in this
specification. Reinforced concrete pipe that conform to the requirements of C76M, are acceptable under this Specification C76
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 C655).
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.
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 Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement
A1064/A1064M Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete
C33/C33M Specification for Concrete Aggregates
C76M Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe (Metric)
C150/C150M Specification for Portland Cement
C260/C260M Specification for Air-Entraining Admixtures for Concrete
C309 Specification for Liquid Membrane-Forming Compounds for Curing Concrete
C443 Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets
C494/C494M Specification for Chemical Admixtures for Concrete
C497 Test Methods for Concrete Pipe, Concrete Box Sections, Manhole Sections, or Tile
C595/C595M Specification for Blended Hydraulic Cements
C618 Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete
C655 Specification for Reinforced Concrete D-Load Culvert, Storm Drain, and Sewer Pipe
C822 Terminology Relating to Concrete Pipe and Related Products
C989/C989M Specification for Slag Cement for Use in Concrete and Mortars
C990 Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants
C1017/C1017M Specification for Chemical Admixtures for Use in Producing Flowing Concrete
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 July 1, 2019Dec. 1, 2019. Published July 2019December 2019. Originally approved in 1930. Last previous edition approved in 2019 as C76 - 19.
DOI: 10.1520/C0076-19A.
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.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C76 − 19b
C1116/C1116M Specification
...

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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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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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1.5 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.

  • Technical specification
    25 pages
    English language
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  • Technical specification
    25 pages
    English language
    sale 15% off