Standard Specification for Reinforced Concrete D-Load Culvert, Storm Drain, and Sewer Pipe (Metric)

ABSTRACT
This specification covers reinforced concrete pipe, D-load culvert, storm drain, and sewer pipe for the conveyance of sewage, industrial wastes, and storm water. The numerical values in this specification are not presented in inch-pound units, but rather, in metric or SI units only. 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 combination of cementitious materials used in the concrete shall be only one of the following: Portland cement, Portland blast furnace slag cement, slag modified Portland cement, Portland pozzolan cement, a combination of Portland cement and fly ash, a combination of Portland cement and ground granulated blast-furnace slag, or a combination of Portland cement, ground granulated blast furnace slag, and fly ash. Reinforcement shall conform to the standard specification. Physical requirements shall conform to the design strength designation of the pipe during load test. The aggregates shall be sized, graded, proportioned, and mixed with such proportions of cementitious materials and water as will produce a homogeneous concrete mixture of such quality that the pipe shall conform to the test and design requirements of this specification. The strength of the pipe shall not be adversely affected by the splice. Compression tests for determining concrete compressive strength shall be allowed to be made on either concrete cylinders or on cores drilled from the pipe. Pipe shall be repaired, if necessary, because of imperfections in manufacture, damage during handling, or pipe that have been cored for testing.
SCOPE
1.1 This specification covers reinforced concrete pipe designed for specific D-loads and 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 C655; therefore, no inch-pound equivalents are presented in this specification. Reinforced concrete pipe that conform to the requirements of C655 are acceptable under this Specification C655M unless prohibited by the Owner.  
Note 1: Experience has shown that the successful performance of this product depends upon the proper selection of the pipe strength, the type of bedding and backfill, the care that the installation conforms to the construction specifications, and provision for adequate inspection at the construction site. This specification does not include requirements for bedding, backfill, the relationship between field load conditions and the strength designation of pipe, or durability under unusual environmental conditions. These requirements should be included in the project specification.

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ASTM C655M-15 - Standard Specification for Reinforced Concrete D-Load 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.
Contact ASTM International (www.astm.org) for the latest information
Designation: C655M −15
Standard Specification for
Reinforced Concrete D-Load Culvert, Storm Drain, and
1
Sewer Pipe (Metric)
This standard is issued under the fixed designation C655M; 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 C260/C260M Specification for Air-Entraining Admixtures
for Concrete
1.1 This specification covers reinforced concrete pipe de-
C443M Specification for Joints for Concrete Pipe and
signed for specific D-loads and intended to be used for the
Manholes, Using Rubber Gaskets (Metric)
conveyance of sewage, industrial wastes, and storm water and
C494/C494M Specification for Chemical Admixtures for
for the construction of culverts.
Concrete
1.2 This specification is the SI companion to Specification
C497M Test Methods for Concrete Pipe, Manhole Sections,
C655; therefore, no inch-pound equivalents are presented in
or Tile (Metric)
this specification. Reinforced concrete pipe that conform to the
C595/C595M Specification for Blended Hydraulic Cements
requirements of C655 are acceptable under this Specification
C618 Specification for Coal Fly Ash and Raw or Calcined
C655M unless prohibited by the Owner.
Natural Pozzolan for Use in Concrete
C822 Terminology Relating to Concrete Pipe and Related
NOTE 1—Experience has shown that the successful performance of this
product depends upon the proper selection of the pipe strength, the type of
Products
bedding and backfill, the care that the installation conforms to the
C989/C989M Specification for Slag Cement for Use in
construction specifications, and provision for adequate inspection at the
Concrete and Mortars
construction site. This specification does not include requirements for
C990M Specification for Joints for Concrete Pipe,
bedding, backfill, the relationship between field load conditions and the
Manholes, and Precast Box Sections Using Preformed
strength designation of pipe, or durability under unusual environmental
conditions. These requirements should be included in the project specifi-
Flexible Joint Sealants (Metric)
cation.
C1017/C1017M Specification for Chemical Admixtures for
Use in Producing Flowing Concrete
2. Referenced Documents
C1116/C1116M Specification for Fiber-Reinforced Concrete
2
2.1 ASTM Standards:
C1602/C1602M Specification for Mixing Water Used in the
A36/A36M Specification for Carbon Structural Steel
Production of Hydraulic Cement Concrete
A615/A615M SpecificationforDeformedandPlainCarbon-
C1628 Specification for Joints for Concrete Gravity Flow
Steel Bars for Concrete Reinforcement
Sewer Pipe, Using Rubber Gaskets
A706/A706M Specification for Deformed and Plain Low-
E105 Practice for Probability Sampling of Materials
Alloy Steel Bars for Concrete Reinforcement
3. Terminology
A1064/A1064M Specification for Carbon-Steel Wire and
Welded Wire Reinforcement, Plain and Deformed, for 3.1 Definitions—Fordefinitionsoftermsrelatingtoconcrete
Concrete pipe, see Terminology C822.
C33/C33M Specification for Concrete Aggregates
4. Basis of Acceptance
C150/C150M Specification for Portland Cement
4.1 The acceptability of the pipe design shall be determined
in accordance with Section 9. After the pipe design has been
1
This specification is under the jurisdiction of ASTM Committee C13 on
accepted, or if the pipe design has been accepted previously in
Concrete Pipe and is the direct responsibility of Subcommittee C13.02 on
accordance with Section 9, the owner may select and have
Reinforced Sewer and Culvert Pipe.
applied the basis of acceptance described in either 4.1.1 or
Current edition approved Oct. 1, 2015. Published October 2015. Originally
4.1.2. Unless designated by the owner at the time of, or before
approved in 1980. Last previous edition approved in 2014 as C655M – 14. DOI:
10.1520/C0655M-15.
placing an order, either basis of acceptance shall be permitted.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
4.1.1 Acceptance on the Basis of Pipe Load and Material
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Tests and Inspection of Manufactured Pipe for Defects—
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. Determine in accordance with Sections 5, 6, 8, and 10.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

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C655M − 15
NOTE 2—It is necessary that samples be selected at random. For
(7) A combination of portland cement or portland-
...

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: C655M − 14 C655M − 15
Standard Specification for
Reinforced Concrete D-Load Culvert, Storm Drain, and
1
Sewer Pipe (Metric)
This standard is issued under the fixed designation C655M; 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 designed for specific D-loads and 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 metric counterpart ofSI companion to Specification C655. ; therefore, no inch-pound equivalents
are presented in this specification. Reinforced concrete pipe that conform to the requirements of C655 are acceptable under this
Specification C655M unless prohibited by the Owner.
NOTE 1—Experience has shown that the successful performance of this product depends upon the proper selection of the pipe strength, the type of
bedding and backfill, the care that the installation conforms to the construction specifications, and provision for adequate inspection at the construction
site. This specification does not include requirements for bedding, backfill, the relationship between field load conditions and the strength designation of
pipe, or durability under unusual environmental conditions. These requirements should be included in the project specification.
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
C33C33/C33M Specification for Concrete Aggregates
C150C150/C150M Specification for Portland Cement
C260/C260M Specification for Air-Entraining Admixtures for Concrete
C443M Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets (Metric)
C494/C494M Specification for Chemical Admixtures for Concrete
C497M Test Methods for Concrete Pipe, Manhole Sections, or Tile (Metric)
C595C595/C595M Specification for Blended Hydraulic Cements
C618 Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete
C822 Terminology Relating to Concrete Pipe and Related Products
C989C989/C989M Specification for Slag Cement for Use in Concrete and Mortars
C990M Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants
(Metric)
C1017/C1017M Specification for Chemical Admixtures for Use in Producing Flowing Concrete
C1116C1116/C1116M Specification for Fiber-Reinforced Concrete and Shotcrete
C1602/C1602M Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete
C1628 Specification for Joints for Concrete Gravity Flow Sewer Pipe, Using Rubber Gaskets
E105 Practice for Probability Sampling of Materials
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 Feb. 1, 2014Oct. 1, 2015. Published March 2014October 2015. Originally approved in 1980. Last previous edition approved in 20122014 as
C655M – 12b.C655M – 14. DOI: 10.1520/C0655M-14.10.1520/C0655M-15.
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.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C655M − 15
3. Terminology
3.1 Definitions—For definitions of terms relating to concrete pipe, see Terminology C822.
4. Basis of Acceptance
4.1 The acceptability of the pipe design shall be determined in accordance with Section 9. After the pipe design has been
accepted, or if the pipe design has been accepted previously in accordance with Section 9, the owner may select and have applied
the basis of acceptance described in either 4.1.1 o
...

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