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ASTM D2672-20e1

(Specification)

Standard Specification for Joints for IPS PVC Pipe Using Solvent Cement

Standard Specification for Joints for IPS PVC Pipe Using Solvent Cement

ABSTRACT
This specification covers requirements, testing, and performance characteristics of joints for IPS PVC pipe using solvent cement. Testing requirements for both pressure and non-pressure pipe shall include socket dimensions, burst pressure, and joint tightness tests. PVC plastics, solvent cements, primer materials, workmanship, sampling, conditioning, marking, and quality shall conform to the requirements of this specification.
SCOPE
1.1 This specification covers the socket produced for solvent cement joints on both pressure and non-pressure IPS pipe. It also covers the testing of the joints on both pressure and non-pressure pipe, and includes requirements for socket dimensions, burst pressure, and joint tightness tests of the solvent cemented joints. The tests described are not intended for routine quality control, but rather to evaluate the performance characteristics of the joint.  
Note 1: On dual marked Schedule 40 DWV and potable water pipe, the socket bells must conform to the dimensional and physical requirements for pressure socket bells.  
1.2 The text of this specification references notes, footnotes, and appendixes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the specification.  
1.3 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.  
Note 2: Changes in ground, water, or air temperature will produce expansion or contraction forces in PVC piping, and these will result in longitudinal shear stresses in the solvent cement joints. These stresses must be considered in the design and operation of the system.
Note 3: See Practice D618 for information relating to this specification.  
1.4 The following safety hazards caveat pertains only to the test method portion, Section 10, of this specification. 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
31-Jul-2020
ICS
23.040.20 - Plastics pipes
Technical Committee
F17 - Plastic Piping Systems
Drafting Committee
F17.20 - Joining
Current Stage
Ref Project

Relations

Refers
ASTM F412-20 - Standard Terminology Relating to Plastic Piping Systems
Effective Date
01-Apr-2020
Refers
ASTM D2564-20 - Standard Specification for Solvent Cements for Poly(Vinyl Chloride) (PVC) Plastic Piping Systems
Effective Date
01-Aug-2020
Refers
ASTM D2665-20 - Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Drain, Waste, and Vent Pipe and Fittings
Effective Date
01-Aug-2020
Refers
ASTM D2241-20 - Standard Specification for Poly(Vinyl Chloride) (PVC) Pressure-Rated Pipe (SDR Series)
Effective Date
01-Aug-2020
Refers
ASTM D2855-20 - Standard Practice for the Two-Step (Primer and Solvent Cement) Method of Joining Poly (Vinyl Chloride) (PVC) or Chlorinated Poly (Vinyl Chloride) (CPVC) Pipe and Piping Components with Tapered Sockets
Effective Date
01-Aug-2020

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ASTM D2672-20e1 - Standard Specification for Joints for IPS PVC Pipe Using Solvent CementASTM D2672-20e1 - Standard Specification for Joints for IPS PVC Pipe Using Solvent Cement
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ASTM D2672-20e1 - Standard Specification for Joints for IPS PVC Pipe Using Solvent Cement
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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.
´1
Designation: D2672 −20 An American National Standard
Standard Specification for
1
Joints for IPS PVC Pipe Using Solvent Cement
This standard is issued under the fixed designation D2672; 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.
1
ε NOTE—Sections 2.1 and 4.2 were editorially corrected in February 2021.
1. Scope* Development of International Standards, Guides and Recom-
mendations issued by the World Trade Organization Technical
1.1 This specification covers the socket produced for sol-
Barriers to Trade (TBT) Committee.
vent cement joints on both pressure and non-pressure IPS pipe.
It also covers the testing of the joints on both pressure and
2. Referenced Documents
non-pressure pipe, and includes requirements for socket
dimensions, burst pressure, and joint tightness tests of the
2
2.1 ASTM Standards:
solvent cemented joints. The tests described are not intended
D618 Practice for Conditioning Plastics for Testing
for routine quality control, but rather to evaluate the perfor-
D1599 Test Method for Resistance to Short-Time Hydraulic
mance characteristics of the joint.
Pressure of Plastic Pipe, Tubing, and Fittings
NOTE 1—On dual marked Schedule 40 DWV and potable water pipe,
D1600 Terminology forAbbreviatedTerms Relating to Plas-
the socket bells must conform to the dimensional and physical require-
tics
ments for pressure socket bells.
D1785 Specification for Poly(Vinyl Chloride) (PVC) Plastic
1.2 The text of this specification references notes, footnotes,
Pipe, Schedules 40, 80, and 120
and appendixes which provide explanatory material. These
D2122 Test Method for Determining Dimensions of Ther-
notesandfootnotes(excludingthoseintablesandfigures)shall
moplastic Pipe and Fittings
not be considered as requirements of the specification.
D2241 Specification for Poly(Vinyl Chloride) (PVC)
1.3 The values stated in inch-pound units are to be regarded
Pressure-Rated Pipe (SDR Series)
as standard. The values given in parentheses are mathematical
D2564 Specification for Solvent Cements for Poly(Vinyl
conversions to SI units that are provided for information only
Chloride) (PVC) Plastic Piping Systems
and are not considered standard.
D2665 Specification for Poly(Vinyl Chloride) (PVC) Plastic
Drain, Waste, and Vent Pipe and Fittings
NOTE 2—Changes in ground, water, or air temperature will produce
expansion or contraction forces in PVC piping, and these will result in
D2855 Practice for the Two-Step (Primer and Solvent Ce-
longitudinal shear stresses in the solvent cement joints. These stresses
ment) Method of Joining Poly (Vinyl Chloride) (PVC) or
must be considered in the design and operation of the system.
Chlorinated Poly (Vinyl Chloride) (CPVC) Pipe and
NOTE 3—See Practice D618 for information relating to this specifica-
Piping Components with Tapered Sockets
tion.
F412 Terminology Relating to Plastic Piping Systems
1.4 The following safety hazards caveat pertains only to the
F512 Specification for Smooth-Wall Poly(Vinyl Chloride)
test method portion, Section 10, of this specification. This
(PVC) Conduit and Fittings for Underground Installation
standard does not purport to address all of the safety concerns,
F656 Specification for Primers for Use in Solvent Cement
if any, associated with its use. It is the responsibility of the user
of this standard to establish appropriate safety, health, and Joints of Poly(Vinyl Chloride) (PVC) Plastic Pipe and
environmental practices and determine the applicability of Fittings
regulatory limitations prior to use.
F3328 Practice for the One-Step (Solvent Cement Only)
1.5 This international standard was developed in accor-
Method of Joining Poly (Vinyl Chloride) (PVC) or Chlo-
dance with internationally recognized principles on standard-
rinated Poly (Vinyl Chloride) (CPVC) Pipe and Piping
ization established in the Decision on Principles for the
Components with Tapered Sockets
1
This specification is under the jurisdiction ofASTM Committee F17 on Plastic
2
Piping Systems and is the direct responsibility of Subcommittee F17.20 on Joining. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Current edition approved Aug. 1, 2020. Published August 2020. Originally contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
approved in 1968. Last previous edition approved in 2014 as D2672 – 14. DOI: Standards volume information, refer to the standard’s Document Summary page on
10.1520/D2672
...

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Standard Test Method for Determination of Gel Content of Crosslinked Polyethylene (PEX) Pipes and Tubing

SIGNIFICANCE AND USE
5.1 Many important properties of crosslinked ethylene plastics vary with the gel content. Hence, determination of the gel content provides a basis for controlling production processes and a means of establishing the quality of finished products.  
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1.2 Continuous extraction (see definition in Section 3) is used in this method to test the gel content of crosslinked polyethylene specimens. Continuous extraction when used for testing gel content has the advantages of decreased cost of testing, increased accuracy and consistency of results, and decreased test time. This is because extraction with a pure solvent is more efficient than extraction with a partially saturated solvent.  
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5.1 This test method is useful to measure the slow crack growth resistance of molded plaques of polyethylene materials at accelerated conditions such as 80 °C, 2.4 MPa stress, and with a sharp notch.  
5.2 The testing time or time to failure depends on the following test parameters: temperature; stress; notch depth; and specimen geometry. Increasing temperature, stress, and notch depth decrease the time to failure. Material parameters, not controlled by the laboratory, that could impact the test results (time to failure) are: pigment (color or carbon black) and the carrier resin for the pigment, or both. Thus, in reporting the test time or time to failure, all the conditions of the test shall be specified.  
Note 4: Time to failure can also be affected by the degree of pigment (color or carbon black) dispersion and distribution within the test specimen. Test Method D5596 and ISO 18553 provide methods for assessing the degree of dispersion and distribution of the pigment
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1.1 This test method determines the resistance of polyethylene materials to slow crack growth under conditions specified within.
Note 1: This test method is known as PENT (Pennsylvania Notch Test) test.  
1.2 The standard test is performed at 80 °C and at 2.4 MPa, but it shall be acceptable to conduct tests at a temperature below 80 °C and with other stresses low enough to preclude ductile failure and thereby eventually induce brittle type of failure. The standard test is conducted in an air environment; however, it shall be acceptable to immerse test specimens in an alternate environment such as water or a water/detergent solution, or other liquid or a different environment such as an inert gas to evaluate slow crack growth performance in different environments. Generally, polyethylenes will ultimately fail in a brittle manner by slow crack growth at 80 °C if the stress is at or below 2.4 MPa
Note 2: When testing in environments other than air, it is recommended to consider maintaining the efficacy of the test media (for example, a detergent solution) to minimize any effect of aging.  
1.3 The test method is for specimens cut from compression molded plaques.2 See Appendix X1 for information relating to specimens from pipe.  
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1.1 This specification covers requirements and test methods for material dimensions and tolerances, hydrostatic burst strength, chemical resistance, and impact resistance of PEX pipe and tubing for use in fuel gas mains and services for direct burial applications.  
1.2 The text of this specification references notes and footnotes provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the specification.  
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ABSTRACT
This specification covers the requirements for smooth-wall perforated and nonperforated poly(vinyl chloride) (PVC) plastic pipe and couplings for use in subsurface drainage systems of highways, airports, and similar applications. Two classes (or pipe stiffness) are included and designated as PS 28 and PS 46. The pipe stiffness, impact resistance, pipe flattening, and solvent cement joint tightness shall be tested to meet the requirements prescribed.
SCOPE
1.1 This specification covers the requirements for smooth-wall perforated and nonperforated poly(vinyl chloride) (PVC) plastic pipe and couplings for use in subsurface drainage systems of highways, airports, and similar applications in nominal sizes of 4, 6, and 8 in. and in pipe stiffnesses (PS) that are designated as Type PS 28 and Type PS 46 in accordance with its minimum pipe stiffness.  
1.2 Molded fittings for use with highway underdrain pipe are in accordance with Specification D3034. For convenience, some of these fittings are reproduced in Annex A1.  
1.3 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.  
Note 1: Type PS 28 and Type PS 46 indicate “pipe stiffness” of 28 and 46, respectively, as outlined in 11.1.
Note 2: Pipe and fittings should be installed in accordance with Practice D2321, or applicable state or local specifications.  
1.4 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.  
1.5 The following safety hazards caveat pertains only to the test methods portion, Section 11, of this specification: 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.  
1.6 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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