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ASTM C655M-14

(Specification)

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

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-2014
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 C655M-12b - Standard Specification for Reinforced Concrete D-Load Culvert, Storm Drain, and Sewer Pipe (Metric)
Effective Date
01-Feb-2014
Replaced By
ASTM C655M-15 - Standard Specification for Reinforced Concrete D-Load Culvert, Storm Drain, and Sewer Pipe (Metric)
Effective Date
01-Oct-2015
Referred By
ASTM C877M-21 - Standard Specification for External Sealing Bands for Concrete Pipe, Manholes, and Precast Box Sections (Metric)
Effective Date
01-Feb-2014
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-2014
Referred By
ASTM C76M-22a - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe (Metric)
Effective Date
01-Feb-2014

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ASTM C655M-14 - Standard Specification for Reinforced Concrete D-Load Culvert, Storm Drain, and Sewer Pipe (Metric)ASTM C655M-14 - Standard Specification for Reinforced Concrete D-Load Culvert, Storm Drain, and Sewer Pipe (Metric)
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REDLINE ASTM C655M-14 - Standard Specification for Reinforced Concrete D-Load Culvert, Storm Drain, and Sewer Pipe (Metric)REDLINE ASTM C655M-14 - 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 −14
StandardSpecification 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 C618 Specification for Coal Fly Ash and Raw or Calcined
Natural Pozzolan for Use in Concrete
1.1 This specification covers reinforced concrete pipe de-
C822 Terminology Relating to Concrete Pipe and Related
signed for specific D-loads and intended to be used for the
Products
conveyance of sewage, industrial wastes, and storm water and
C989 Specification for Slag Cement for Use in Concrete and
for the construction of culverts.
Mortars
1.2 This specification is the metric counterpart of Specifi-
C1116 Specification for Fiber-Reinforced Concrete and
cation C655.
Shotcrete
C1602/C1602M Specification for Mixing Water Used in the
NOTE 1—Experience has shown that the successful performance of this
product depends upon the proper selection of the pipe strength, the type of Production of Hydraulic Cement Concrete
bedding and backfill, the care that the installation conforms to the
E105 Practice for Probability Sampling of Materials
construction specifications, and provision for adequate inspection at the
construction site. This specification does not include requirements for
3. Terminology
bedding, backfill, the relationship between field load conditions and the
strength designation of pipe, or durability under unusual environmental
3.1 Definitions—Fordefinitionsoftermsrelatingtoconcrete
conditions. These requirements should be included in the project specifi-
pipe, see Terminology C822.
cation.
4. Basis of Acceptance
2. Referenced Documents
2
4.1 The acceptability of the pipe design shall be determined
2.1 ASTM Standards:
in accordance with Section 9. After the pipe design has been
A36/A36M Specification for Carbon Structural Steel
accepted, or if the pipe design has been accepted previously in
A615/A615M SpecificationforDeformedandPlainCarbon-
accordance with Section 9, the owner may select and have
Steel Bars for Concrete Reinforcement
applied the basis of acceptance described in either 4.1.1 or
A706/A706M Specification for Low-Alloy Steel Deformed
4.1.2. Unless designated by the owner at the time of, or before
and Plain Bars for Concrete Reinforcement
placing an order, either basis of acceptance shall be permitted.
A1064/A1064M Specification for Carbon-Steel Wire and
4.1.1 Acceptance on the Basis of Pipe Load and Material
Welded Wire Reinforcement, Plain and Deformed, for
Tests and Inspection of Manufactured Pipe for Defects—
Concrete
Determine in accordance with Sections 5, 6, 8, and 10.
C33 Specification for Concrete Aggregates
C150 Specification for Portland Cement
NOTE 2—It is necessary that samples be selected at random. For
guidance see Practice E105.
C497M Test Methods for Concrete Pipe, Manhole Sections,
or Tile (Metric)
4.1.2 Acceptance on the Basis of Concrete Compression and
C595 Specification for Blended Hydraulic Cements
Materials Tests and Inspection of Manufactured Pipe for
Defects—Determine in accordance with Sections 5, 6, 8, and
11.
1
This specification is under the jurisdiction of ASTM Committee C13 on
Concrete Pipe and is the direct responsibility of Subcommittee C13.02 on 4.2 Age for Acceptance—Pipe shall be considered ready for
Reinforced Sewer and Culvert Pipe.
acceptance when they conform to the requirements.
Current edition approved Feb. 1, 2014. Published March 2014. Originally
approved in 1980. Last previous edition approved in 2012 as C655M – 12b. DOI:
5. Design and Manufacturing Data
10.1520/C0655M-14.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
5.1 The manufacturer shall provide the following informa-
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
tion regarding the pipe unless waived by the owner:
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. 5.1.1 Basis of acceptance.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C655M − 14
5.1.2 Pipe design strength. oughly mixed concrete of such quality that the pipe will
5.1.3 Physical Characteristics—Diameter, wall thickness, conform to the test and design requirements of this specifica-
laying length, and joint details. tion. All concrete shall have a water-cementitious materials
5.1.4 Design concrete st
...

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 − 12b C655M − 14
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 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:
A36/A36M Specification for Carbon Structural Steel
A615/A615M Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
A706/A706M Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement
A1064/A1064M Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete
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
C1602/C1602M Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete
E105 Practice for Probability Sampling of Materials
3. Terminology
3.1 Definitions—For definitions of terms relating to concrete pipe, see Terminology C822.
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.
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 Dec. 1, 2012Feb. 1, 2014. Published December 2012March 2014. Originally approved in 1980. Last previous edition approved in 2012 as
C655M – 12a.C655M – 12b. DOI: 10.1520/C0655M-12B.10.1520/C0655M-14.
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 − 14
4.1.1 Acceptance on the Basis of Pipe Load and Material Tests and Inspection of Manufactured Pipe for Defects
—Defects—Determine in accordance with Sections 5, 6, 8, and 10.
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 man
...

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1.2 The scope of this specification is intended for installation related observations and assumes that pre-installation inspection has been completed.  
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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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.

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  • Technical specification
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