ASTM C655M-11

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 metric counterpart of Specification C655.
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.

General Information

• Status: Historical
• Publication Date: 31-Jan-2011
• ICS: 23.040.50 - Pipes and fittings of other materials
• Technical Committee: C13 - Concrete Pipe
• Drafting Committee: C13.02 - Reinforced Sewer and Culvert Pipe

Relations

• Replaces: ASTM C655M-09 - Standard Specification for Reinforced Concrete D-Load Culvert, Storm Drain, and Sewer Pipe (Metric)
• Effective Date: 01-Feb-2011
• Replaced By: ASTM C655M-12 - Standard Specification for Reinforced Concrete D-Load Culvert, Storm Drain, and Sewer Pipe (Metric)
• Effective Date: 01-May-2012
• Referred By: ASTM C76M-22a - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe (Metric)
• Effective Date: 01-Feb-2011
• Referred By: ASTM C990M-09(2019) - Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants (Metric)
• Effective Date: 01-Feb-2011
• Referred By: ASTM C877M-21 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections (Metric)
• Effective Date: 01-Feb-2011

Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Please contact ASTM International (www.astm.org) for the latest information.
Designation: C655M – 11
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 Department of Defense.
1. Scope C150 Specification for Portland Cement
C497M Test Methods for Concrete Pipe, Manhole Sections,
1.1 This specification covers reinforced concrete pipe de-
or Tile [Metric]
signed for specific D-loads and intended to be used for the
C595 Specification for Blended Hydraulic Cements
conveyance of sewage, industrial wastes, and storm water and
C618 Specification for Coal Fly Ash and Raw or Calcined
for the construction of culverts.
Natural Pozzolan for Use in Concrete
1.2 This specification is the metric counterpart of Specifi-
C822 Terminology Relating to Concrete Pipe and Related
cation C655.
Products
NOTE 1—Experience has shown that the successful performance of this
C989 Specification for Slag Cement for Use in Concrete
product depends upon the proper selection of the pipe strength, the type of
and Mortars
bedding and backfill, the care that the installation conforms to the
C1116 Specification for Fiber-Reinforced Concrete and
construction specifications, and provision for adequate inspection at the
Shotcrete
construction site. This specification does not include requirements for
bedding, backfill, the relationship between field load conditions and the E105 Practice for Probability Sampling of Materials
strength designation of pipe, or durability under unusual environmental
3. Terminology
conditions. These requirements should be included in the project specifi-
cation.
3.1 Definitions—For definitions of terms relating to con-
crete pipe, see Terminology C822.
2. Referenced Documents
2
2.1 ASTM Standards:
4. Basis of Acceptance
A82/A82M Specification for SteelWire, Plain, for Concrete
4.1 The acceptability of the pipe design shall be determined
Reinforcement
in accordance with Section 9. After the pipe design has been
A185/A185M Specification for Steel Welded Wire Rein-
accepted, or if the pipe design has been accepted previously in
forcement, Plain, for Concrete
accordance with Section 9, the owner may select and have
A496/A496M Specification for Steel Wire, Deformed, for
applied the basis of acceptance described in either 4.1.1 or
Concrete Reinforcement
4.1.2. Unless designated by the owner at the time of, or before
A497/A497M Specification for Steel Welded Wire Rein-
placing an order, either basis of acceptance shall be permitted.
forcement, Deformed, for Concrete
4.1.1 Acceptance on the Basis of Pipe Load and Material
A615/A615M Specification for Deformed and Plain
Tests and Inspection of Manufactured Pipe for Defects
Carbon-Steel Bars for Concrete Reinforcement
—Determine in accordance with Sections 5, 6, 8, and 10.
C33 Specification for Concrete Aggregates
NOTE 2—It is necessary that samples be selected at random. For
guidance see Practice E105.
1
This specification is under the jurisdiction of ASTM Committee C13 on
4.1.2 Acceptance on the Basis of Concrete Compression and
Concrete Pipe and is the direct responsibility of Subcommittee C13.02 on
Materials Tests and Inspection of Manufactured Pipe for
Reinforced Sewer and Culvert Pipe.
Current edition approved Feb. 1, 2011. Published February 2011. Originally
Defects—Determine in accordance with Sections 5, 6, 8, and
approved in 1980. Last previous edition approved in 2009 as C655M – 09. DOI:
11.
10.1520/C0655M-11.
2 4.2 Age for Acceptance—Pipe shall be considered ready for
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
acceptance when they conform to the requirements.
contact ASTM Customer Service at [e-mail]. 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 ----------------------
NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Please contact ASTM International (www.astm.org) for the latest information.
C655M – 11
5. Design and Manufacturing Data 6.1.5 Steel Reinforcement—Reinforcement shall consist of
wire conforming to Specification A82/A82M or Specification
5.1 The manufacturer shall provide the following informa-
A496/A496M, or of wire fabric conforming to Specification
tion regarding the pipe unless waived by the owner:
A185/A185M or Specificati
...

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–09 Designation: C655M – 11
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 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 of Specification C655.
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:
A82/A82M Specification for Steel Wire, Plain, for Concrete Reinforcement
A185/A185M Specification for Steel Welded Wire Reinforcement, Plain, for Concrete
A496/A496M Specification for Steel Wire, Deformed, for Concrete Reinforcement
A497/A497M Specification for Steel Welded Wire Reinforcement, Deformed, for Concrete
A615/A615M Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
C33 Specification for Concrete Aggregates
C150 Specification for Portland Cement
C497M Test Methods for Concrete Pipe, Manhole Sections, or Tile [Metric]
C595 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
C989 Specification for Slag Cement for Use in Concrete and Mortars
C1116 Specification for Fiber-Reinforced Concrete and Shotcrete
E105 Practice for Probability Sampling of Materials
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 or 4.1.2. Unless designated by the owner at the time of, or before placing an order,
either basis of acceptance shall be permitted.
4.1.1 Acceptance on the Basis of Pipe Load and Material Tests and Inspection of Manufactured Pipe for Defects —Determine
in accordance with Sections 5, 6, 8, and 10.
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.
´1
Current edition approved June 1, 2009. Published June 2009. Originally approved in 1980. Last previous edition approved in 2004 as C655M–04 . DOI:
10.1520/C0655M-09.
Current edition approved Feb. 1, 2011. Published February 2011. Originally approved in 1980. Last previous edition approved in 2009 as C655M – 09. DOI:
10.1520/C0655M-11.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at [e-mail]. 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 – 11
NOTE 2—It is necessary that samples be selected at random. For guidance see Practice E105.
4.1.2 Acceptance on the Basis of Concrete Compression and Materials Tests and Inspection of Manufactured Pipe for
Defects—Determine in accordance with Sections 5, 6, 8, and 11.
4.2 Age for Acceptance—Pipe shall be considered ready for acceptance when they conform to the requirements.
5. Design and Manufacturing Data
5.1 The manufacturer shall p
...