ASTM D2672-96a(2003)

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 the standard. The values given in parentheses are for information only.
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 D 618 for information relating to this specification.
1.4 The following safety hazards caveat pertains only to the test method portion, Section , 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 and health practices and determine the applicability of regulatory limitations prior to use.

General Information

• Status: Historical
• Publication Date: 09-Aug-2003
• Technical Committee: F17 - Plastic Piping Systems
• Drafting Committee: F17.20 - Joining

Relations

• Replaces: ASTM D2672-96a - Standard Specification for Joints for IPS PVC Pipe Using Solvent Cement
• Effective Date: 10-Aug-2003
• Replaced By: ASTM D2672-96a(2009) - Standard Specification for Joints for IPS PVC Pipe Using Solvent Cement
• Effective Date: 01-Aug-2009
• Referred By: ASTM D2241-20 - Standard Specification for Poly(Vinyl Chloride) (PVC) Pressure-Rated Pipe (SDR Series)
• Effective Date: 10-Aug-2003
• Referred By: ASTM D1785-21a - Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120
• Effective Date: 10-Aug-2003
• Referred By: 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: 10-Aug-2003
• Referred By: ASTM F891-16 - Standard Specification for Coextruded Poly(Vinyl Chloride) (PVC) Plastic Pipe With a Cellular Core
• Effective Date: 10-Aug-2003
• Referred By: ASTM F645-18b - Standard Guide for Selection, Design, and Installation of Thermoplastic Water- Pressure Piping Systems
• Effective Date: 10-Aug-2003

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
An American National Standard
Designation: D 2672 – 96a (Reapproved 2003)
Standard Specification for
Joints for IPS PVC Pipe Using Solvent Cement
This standard is issued under the fixed designation D 2672; 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 D 1599 TestMethodforShort-TimeHydraulicFailurePres-
sure of Plastic Pipe, Tubing, and Fittings
1.1 This specification covers the socket produced for sol-
D 1600 Terminology for Abbreviated Terms Relating to
vent cement joints on both pressure and non-pressure IPS pipe.
Plastics
It also covers the testing of the joints on both pressure and
D 1785 Specification for Poly(Vinyl Chloride) (PVC) Plas-
non-pressure pipe, and includes requirements for socket di-
tic Pipe, Schedules 40, 80, and 120
mensions,burstpressure,andjointtightnesstestsofthesolvent
D 2122 Test Method for Determining Dimensions of Ther-
cemented joints. The tests described are not intended for
moplastic Pipe and Fittings
routine quality control, but rather to evaluate the performance
D 2241 Specification for Poly(Vinyl Chloride) (PVC)
characteristics of the joint.
Pressure-Rated Pipe (SDR Series)
NOTE 1—On dual marked Schedule 40 DWV and potable water pipe,
D 2564 Specification for Solvent Cements for Poly(Vinyl
the socket bells must conform to the dimensional and physical require-
Chloride) (PVC) Plastic Piping Systems
ments for pressure socket bells.
D 2665 Specification for Poly(Vinyl Chloride) (PVC) Plas-
1.2 The text of this specification references notes, footnotes,
tic Drain, Waste, and Vent Pipe and Fittings
and appendixes which provide explanatory material. These
D 2855 Practice for Making Solvent-Cemented Joints with
notesandfootnotes(excludingthoseintablesandfigures)shall
Poly(Vinyl Chloride) (PVC) Pipe and Fittings
not be considered as requirements of the specification.
F 412 Terminology Relating to Plastic Piping Systems
1.3 The values stated in inch-pound units are to be regarded
F 512 Specification for Smooth-Wall Poly(Vinyl Chloride)
as the standard. The values given in parentheses are for
(PVC) Conduit and Fittings for Underground Installation
information only.
F 656 Specification for Primers for Use in Solvent Cement
Joints of Poly(Vinyl Chloride) (PVC) Plastic Pipe and
NOTE 2—Changes in ground, water, or air temperature will produce
expansion or contraction forces in PVC piping, and these will result in Fittings
longitudinal shear stresses in the solvent cement joints. These stresses
2.2 NSF Standard:
must be considered in the design and operation of the system.
Standard No. 14 for Plastic Piping Components and Related
NOTE 3—See Practice D 618 for information relating to this specifica-
Materials
tion.
3. Terminology
1.4 The following safety hazards caveat pertains only to the
test method portion, Section 10, of this specification. This
3.1 Definitions—Definitions are in accordance with Termi-
standarddoesnotpurporttoaddressallofthesafetyconcerns,
nology F 412 and abbreviations are in accordance with Termi-
ifany,associatedwithitsuse.Itistheresponsibilityoftheuser
nology D 1600, unless otherwise specified.
of this standard to establish appropriate safety and health
4. Materials
practices and determine the applicability of regulatory limita-
tions prior to use.
4.1 General—PVC plastics used to make the pipe, which
are belled under this specification, are designated in PVC
2. Referenced Documents
product standards referencing this standard.
2.1 ASTM Standards:
4.2 Solvent cements must conform to the requirements of
D 618 Practice for Conditioning Plastics for Testing
Specification D 2564.
4.3 Primers must conform to the requirements of Specifica-
tion F 656.
This specification is under the jurisdiction ofASTM Committee F17 on Plastic
Piping Systems and is the direct responsibility of Subcommittee F17.20 on Joining.
Current edition approved Aug. 10, 2003. Published September 2003. Originally Annual Book of ASTM Standards, Vol 08.04.
approved in 1968. Last previous edition approved in 1996 as D 2672 – 96a. Available from NSF International, P.O. Box 130140, 789 N. Dixboro Rd.,Ann
Annual Book of ASTM Standards, Vol 08.01. Arbor, MI 48113-0140.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
D 2672 – 96a (2003)
5. Requirements Requirements 5.2.2 Joint Tightness—The (bell) socket joint on non-
pressure pipe shall not leak when tested in accordance with
5.1 Bell Socket Dimensions and Tolerances:
10.4.
5.1.1 Diameters and Length—The diameter, lengths, and
tolerancesofthebellsocketsshallbeasshowninTable1when
6. Workmanship
measured in accordance with Test Method D 2122.
6.1 Each socket (bell) is required to be uniform in depth,
5.1.2 Wall Thicknesses—The minimum wall thicknesses of
circular in cross section concentric with the pipe, and to have
the sockets (bell) shall not be less than 90 % of the minimums
an end as square as commercially practicable.
shown for the pressure pipe in the applicable ASTM specifi-
cation. For non-pressure pipe, the integral socket (bell) shall be
7. Retest and Rejection
considered satisfactory when formed from pipe which meets
the minimum wall thickness requirements of the applicable
7.1 If the results of any test(s) do not meet the requirements
ASTM specification when measured in accordance with Test
of this specification, the test(s) shall be conducted again only
Method D 2122.
by agreement between the purchaser and the seller. Under such
5.2 Joint Tests:
agreement, minimum requirements shall not be lowered, nor
tests omitted, substituted, changed, or modified, nor shall
5.2.1 Burst Pressure—The minimum burst pressures for
pipe and (bell) socket on pressure pipe shall be as given for specification limits be changed. If upon retest, failure occurs,
pressure pipe in the applicable ASTM specification when the quantity of product represented by the test(s) does not meet
determined in accordance with 10.3. the requirements of this specification.
TABLE 1 Tapered Sockets for Bell-End Pipe, in. (mm)
A B C
A
Socket Entrance Diameter, in. (mm) Socket Bottom Diameter, in. (mm) Socket Length, in. (mm), min
Pipe Size,
Tolerance on Maximum Tolerance on Maximum
in.
Nominal Nominal Non-Pres-
Nominal Out-of- Nominal Out-of- Pressure
C
Diameter Diameter sure
B B
Diameter Round Diameter Round
1 8 0.417 (10.59) 60.004 (60.10) 0.024 (0.61) 0.401 (10.18) 60.004 (60.10) 0.024 (0.61) 0.500 (12.70) . . .
/
1 4 0.552 (14.02) 60.004 (60.10) 0.024 (0.61) 0.536 (13.61) 60.004 (60.10) 0.024 (0.61) 0.500 (12.70) . . .
/
3 8 0.687 (17.45) 60.004 (60.10) 0.024 (0.61) 0.671 (17.04) 60.004 (60.10) 0.024 (0.61) 0.750 (19.05) . . .
/
1 2 0.848 (21.54) 60.004 (60.10) 0.024 (0.61) 0.836 (21.23) 60.004 (60.10) 0.024 (0.61) 1.000 (25.40) 1.000 (25.40)
/
3 4 1.058 (26.87) 60.004 (60.10) 0.028 (0.71) 1.046 (26.57) 60.004 (60.10) 0.028 (0.71) 1.250 (31.75) 1.000 (25.40)
/
1 1.325 (33.65) 60.005 (60.13) 0.030 (0.76) 1.310 (33.27) 60.005 (60.13) 0.030 (0.76) 1.500 (38.10) 1.000 (25.40)
11 4 1.670 (42.42) 60.005 (60.13) 0.034 (0.86) 1.655 (42.04) 60.005 (60.13) 0.034 (0.86) 1.750 (44.45) 1.250 (31.75)
/
11 2 1.912 (48.56) 60.006 (60.15) 0.036 (0.91) 1.894 (48.11) 60.006 (60.15) 0.036 (0.91) 2.000 (50.80) 1.375 (34.92)
/
2 2.387 (60.63) 60.006 (60.15) 0.036 (0.91) 2.363 (60.02) 60.006 (60.15) 0.036 (0.91) 2.250 (57.15) 1.750 (44.45)
21 2 2.889 (73.38) 60.007 (60.18) 0.044 (1.12) 2.861 (72.67) 60.007 (60.18) 0.044 (1.12) 2.500 (63.50) 2.000 (50.80)
/
3 3.516 (89.31) 60.008 (60.20) 0.046 (1.17) 3.484 (88.49) 60.008 (60.20) 0.046 (1.17) 3.250 (82.55) 2.875 (73.02)
31 2 4.016 (102.01) 60.008 (60.20) 0.046 (1.17) 3.984 (101.19) 60.008 (60.20) 0.046 (1.17) 3.500 (88.90) 3.125 (79.37)
/
4 4.518 (114.76) 60.009 (60.23) 0.048 (1.22) 4.482 (113.84) 60.009 (60.23) 0.048 (1.22) 4.000 (101.60) 3.375 (85.72)
5 5.583 (141.81) 60.010 (60.25) 0.080 (2.03) 5.543 (140.79) 60.010 (60.25) 0.080 (2.03) 4.000 (101.60) 4.000 (101.60)
6 6.647 (168.83) 60.011 (60.28) 0.082 (2.08) 6.603 (167.72) 60.011
...