Standard Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow Applications

SIGNIFICANCE AND USE
4.1 This practice is for use by designers and specifiers, installation contractors, regulatory agencies, owners, and inspection organizations who are involved in the construction of sewers and other gravity-flow applications that utilize flexible thermoplastic pipe. As with any standard practice, modifications may be required for specific job conditions or for special local or regional conditions. Recommendations for inclusion of this practice in contract documents for a specific project are given in Appendix X2.
SCOPE
1.1 This practice provides recommendations for the installation of buried thermoplastic pipe used in sewers and other gravity-flow applications. These recommendations are intended to ensure a stable underground environment for thermoplastic pipe under a wide range of service conditions. However, because of the numerous flexible plastic pipe products available and the inherent variability of natural ground conditions, achieving satisfactory performance of any one product may require modification to provisions contained herein to meet specific project requirements.  
1.2 The scope of this practice necessarily excludes product performance criteria such as minimum pipe stiffness, maximum service deflection, or long term strength. Thus, it is incumbent upon the product manufacturer, specifier, or project engineer to verify and assure that the pipe specified for an intended application, when installed according to procedures outlined in this practice, will provide a long term, satisfactory performance according to criteria established for that application. A commentary on factors important in achieving a satisfactory installation is included in Appendix X1.
Note 1: Specific paragraphs in the appendix are referenced in the body of this practice for informational purposes.
Note 2: The following ASTM standards may be found useful in connection with this practice: Practice D420, Test Method D1556, Method D2216, Specification D2235, Test Method D2412, Specification D2564, Practice D2657, Practice D2855, Test Methods D2922, Test Method D3017, Practice F402, Specification F477, Specification F545, and Specification F913.
Note 3: Most Plumbing Codes and some Building Codes have provisions for the installation of underground “building drains and building sewers.” See them for plumbing piping applications.  
1.3 Units—The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
1.4 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.5 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
Published
Publication Date
14-Mar-2020
Technical Committee
Drafting Committee
Current Stage
Ref Project

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Standards Content (Sample)

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.
Designation: D2321 − 20
Standard Practice for
Underground Installation of Thermoplastic Pipe for Sewers
1
and Other Gravity-Flow Applications
This standard is issued under the fixed designation D2321; 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* 1.4 This standard does not purport to address all of the
safety concerns, if any, associated with its use. It is the
1.1 This practice provides recommendations for the instal-
responsibility of the user of this standard to establish appro-
lation of buried thermoplastic pipe used in sewers and other
priate safety, health, and environmental practices and deter-
gravity-flow applications. These recommendations are in-
mine the applicability of regulatory limitations prior to use.
tended to ensure a stable underground environment for ther-
1.5 This international standard was developed in accor-
moplastic pipe under a wide range of service conditions.
dance with internationally recognized principles on standard-
However, because of the numerous flexible plastic pipe prod-
ization established in the Decision on Principles for the
ucts available and the inherent variability of natural ground
Development of International Standards, Guides and Recom-
conditions, achieving satisfactory performance of any one
mendations issued by the World Trade Organization Technical
product may require modification to provisions contained
Barriers to Trade (TBT) Committee.
herein to meet specific project requirements.
1.2 The scope of this practice necessarily excludes product
2. Referenced Documents
performance criteria such as minimum pipe stiffness, maxi-
2
2.1 ASTM Standards:
mum service deflection, or long term strength. Thus, it is
D8 Terminology Relating to Materials for Roads and Pave-
incumbent upon the product manufacturer, specifier, or project
ments
engineer to verify and assure that the pipe specified for an
D420 Guide for Site Characterization for Engineering De-
intended application, when installed according to procedures
sign and Construction Purposes
outlined in this practice, will provide a long term, satisfactory
D653 Terminology Relating to Soil, Rock, and Contained
performance according to criteria established for that applica-
Fluids
tion. A commentary on factors important in achieving a
D698 Test Methods for Laboratory Compaction Character-
satisfactory installation is included in Appendix X1.
3
istics of Soil Using Standard Effort (12,400 ft-lbf/ft (600
3
NOTE1—Specificparagraphsintheappendixarereferencedinthebody
kN-m/m ))
of this practice for informational purposes.
D1556 Test Method for Density and Unit Weight of Soil in
NOTE 2—The following ASTM standards may be found useful in
Place by Sand-Cone Method
connectionwiththispractice:PracticeD420,TestMethodD1556,Method
D2216 Test Methods for Laboratory Determination of Water
D2216, Specification D2235, Test Method D2412, Specification D2564,
Practice D2657, Practice D2855, Test Methods D2922, Test Method (Moisture) Content of Soil and Rock by Mass
D3017, Practice F402, Specification F477, Specification F545, and
D2235 Specification for Solvent Cement for Acrylonitrile-
Specification F913.
Butadiene-Styrene (ABS) Plastic Pipe and Fittings
NOTE 3—Most Plumbing Codes and some Building Codes have
D2412 Test Method for Determination of External Loading
provisions for the installation of underground “building drains and
Characteristics of Plastic Pipe by Parallel-Plate Loading
building sewers.” See them for plumbing piping applications.
D2487 Practice for Classification of Soils for Engineering
1.3 Units—The values stated in inch-pound units are to be
Purposes (Unified Soil Classification System)
regarded as standard. The values given in parentheses are
D2488 Practice for Description and Identification of Soils
mathematical conversions to SI units that are provided for
(Visual-Manual Procedures)
information only and are not considered standard.
D2564 Specification for Solvent Cements for Poly(Vinyl
1
This practice is under the jurisdiction of ASTM Committee F17 on Plastic
2
Piping Systems and is the direct responsibility of Subcommittee F17.62 on Sewer. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Current edition approved March 15, 2020. Published April 2020. Originally contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
approved i
...

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: D2321 − 18 D2321 − 20
Standard Practice for
Underground Installation of Thermoplastic Pipe for Sewers
1
and Other Gravity-Flow Applications
This standard is issued under the fixed designation D2321; 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 practice provides recommendations for the installation of buried thermoplastic pipe used in sewers and other
gravity-flow applications. These recommendations are intended to ensure a stable underground environment for thermoplastic pipe
under a wide range of service conditions. However, because of the numerous flexible plastic pipe products available and the
inherent variability of natural ground conditions, achieving satisfactory performance of any one product may require modification
to provisions contained herein to meet specific project requirements.
1.2 The scope of this practice necessarily excludes product performance criteria such as minimum pipe stiffness, maximum
service deflection, or long term strength. Thus, it is incumbent upon the product manufacturer, specifier, or project engineer to
verify and assure that the pipe specified for an intended application, when installed according to procedures outlined in this
practice, will provide a long term, satisfactory performance according to criteria established for that application. A commentary
on factors important in achieving a satisfactory installation is included in Appendix X1.
NOTE 1—Specific paragraphs in the appendix are referenced in the body of this practice for informational purposes.
NOTE 2—The following ASTM standards may be found useful in connection with this practice: Practice D420, Test Method D1556, Method D2216,
Specification D2235, Test Method D2412, Specification D2564, Practice D2657, Practice D2855, Test Methods D2922, Test Method D3017, Practice
F402, Specification F477, Specification F545, and Specification F913.
NOTE 3—Most Plumbing Codes and some Building Codes have provisions for the installation of underground “building drains and building sewers.”
See them for plumbing piping applications.
1.3 Units—The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are
mathematical conversions to SI units that are provided for information only and are not considered standard.
1.4 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, health, and environmental practices and determine the applicability of
regulatory limitations prior to use.
1.5 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:
D8 Terminology Relating to Materials for Roads and Pavements
D420 Guide for Site Characterization for Engineering Design and Construction Purposes
D653 Terminology Relating to Soil, Rock, and Contained Fluids
3 3
D698 Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft (600 kN-m/m ))
D1556 Test Method for Density and Unit Weight of Soil in Place by Sand-Cone Method
D2216 Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
D2235 Specification for Solvent Cement for Acrylonitrile-Butadiene-Styrene (ABS) Plastic Pipe and Fittings
D2412 Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel-Plate Loading
1
This practice is under the jurisdiction of ASTM Committee F17 on Plastic Piping Systems and is the direct responsibility of Subcommittee F17.62 on Sewer.
Current edition approved March 1, 2018March 15, 2020. Published April 2018April 2020. Originally approved in 1989. Last previous edition approved in 20142018 as
ɛ1
D2321 – 14D2321 – 18. . DOI: 10.1520/D2321-18.10.1520/D2321-20.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at service@astm.org
...

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