ASTM F2658-07(2019)
(Specification)Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) SDR 51 and SDR 64 Sewer Pipe and Fittings
Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) SDR 51 and SDR 64 Sewer Pipe and Fittings
ABSTRACT
This specification covers requirements and test methods for materials, dimensions, workmanship, flattening resistance, impact resistance, pipe stiffness, extrusion quality, joining systems and a form of marking for type PSM poly(vinyl chloride) (PVC) SDR 51 and SDR 64 sewer pipe and fittings. In the solvent cement joint, the pipe spigot wedges into the tapered socket and the surfaces fuse together. Joints made with pipe and fittings shall show no signs of leakage when tested. The pipe dimensions, fitting dimensions, pipe flattening, impact resistance, pipe stiffness, joint tightness, and extrusion quality shall be tested to meet the requirements prescribed.
SCOPE
1.1 This specification covers requirements and test methods for materials, dimensions, workmanship, flattening resistance, impact resistance, pipe stiffness, extrusion quality, joining systems and a form of marking for type PSM poly(vinyl chloride) (PVC) SDR 51 and SDR 64 sewer pipe and fittings.
1.2 Pipe and fittings produced to this specification should be installed in accordance with Practice D2321.
1.3 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.
1.4 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 precautionary caveat pertains only to the test methods portion, Section 8, 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.
General Information
Relations
Buy Standard
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:F2658 −07 (Reapproved 2019)
Standard Specification for
Type PSM Poly(Vinyl Chloride) (PVC) SDR 51 and SDR 64
Sewer Pipe and Fittings
This standard is issued under the fixed designation F2658; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope D1600TerminologyforAbbreviatedTermsRelatingtoPlas-
tics
1.1 This specification covers requirements and test methods
D1784Specification for Rigid Poly(Vinyl Chloride) (PVC)
for materials, dimensions, workmanship, flattening resistance,
Compounds and Chlorinated Poly(Vinyl Chloride)
impact resistance, pipe stiffness, extrusion quality, joining
(CPVC) Compounds
systems and a form of marking for type PSM poly(vinyl
D2122Test Method for Determining Dimensions of Ther-
chloride) (PVC) SDR 51 and SDR 64 sewer pipe and fittings.
moplastic Pipe and Fittings
1.2 Pipeandfittingsproducedtothisspecificationshouldbe
D2321PracticeforUndergroundInstallationofThermoplas-
installed in accordance with Practice D2321.
tic Pipe for Sewers and Other Gravity-Flow Applications
1.3 Thetextofthisspecificationreferencesnotes,footnotes,
D2412Test Method for Determination of External Loading
and appendixes which provide explanatory material. These
Characteristics of Plastic Pipe by Parallel-Plate Loading
notesandfootnotes(excludingthoseintablesandfigures)shall
D2444Practice for Determination of the Impact Resistance
not be considered as requirements of the specification.
of Thermoplastic Pipe and Fittings by Means of a Tup
1.4 The values stated in inch-pound units are to be regarded
(Falling Weight)
as standard. The values given in parentheses are mathematical
D2564Specification 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.
D2749Symbols for Dimensions of Plastic Pipe Fittings
1.5 The following precautionary caveat pertains only to the
D2855Practice for the Two-Step (Primer and Solvent Ce-
test methods portion, Section 8, of this specification. This
ment) Method of Joining Poly (Vinyl Chloride) (PVC) or
standard does not purport to address all of the safety concerns,
Chlorinated Poly (Vinyl Chloride) (CPVC) Pipe and
if any, associated with its use. It is the responsibility of the user
Piping Components with Tapered Sockets
of this standard to establish appropriate safety, health, and
D3034Specification for Type PSM Poly(Vinyl Chloride)
environmental practices and determine the applicability of
(PVC) Sewer Pipe and Fittings
regulatory limitations prior to use.
F412Terminology Relating to Plastic Piping Systems
1.6 This international standard was developed in accor-
2.2 Federal Standard:
dance with internationally recognized principles on standard-
Fed. Std. No. 123Marking for Shipment (Civil Agencies)
ization established in the Decision on Principles for the
Development of International Standards, Guides and Recom-
2.3 Military Standard:
mendations issued by the World Trade Organization Technical
MIL-STD-129Marking for Shipment and Storage
Barriers to Trade (TBT) Committee.
3. Terminology
2. Referenced Documents
2 3.1 Definitions—Definitions are in accordance with Termi-
2.1 ASTM Standards:
nology F412, and abbreviations are in accordance with Termi-
D618Practice for Conditioning Plastics for Testing
nology D1600, unless otherwise specified.The abbreviation of
poly(vinyl chloride) plastics is PVC.
This specification is under the jurisdiction ofASTM Committee F17 on Plastic
3.1.1 The term PSM is not an abbreviation but rather an
Piping Systems and is the direct responsibility of Subcommittee F17.62 on Sewer.
arbitrary designation for a product having certain dimensions.
Current edition approved Feb. 1, 2019. Published March 2019. Previous edition
approved in 2013 as F2658 – 07(2013). DOI: 10.1520/F2658-07R19.
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
Standardsvolume information, refer to the standard’s Document Summary page on Available from DLA Document Services, Building 4/D, 700 Robbins Ave.,
the ASTM website. Philadelphia, PA 19111-5094, http://quicksearch.dla.mil.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
F2658−07 (2019)
TABLE 1 Pipe Dimensions
4. Significance and Use
Minimum Wall
4.1 The requirements of this specification are intended to Outside Diameter
Thickness
Nominal
provide pipe and fittings suitable for non-pressure drainage of
Tolerance
Size
SDR SDR
sewage and surface water.
Average on
51 64
NOTE 1—Industrial waste disposal lines should be installed only with Average
the specific approval of the cognizant code authority since chemicals not
3 3.250 ±0.008 0.064 0.051
commonlyfoundindrainsandsewersandtemperaturesinexcessof60°C
4 4.215 ±0.009 0.083 0.066
6 6.275 ±0.011 0.123 0.098
(140°F) may be encountered.
8 8.400 ±0.012 0.165 0.131
NOTE 2—See D2321 Standard Practice for Underground Installation of
9 9.440 ±0.014 0.185 0.148
Thermoplastic Pipe for Sewers and Other Gravity-Flow Applications for
10 10.500 ±0.015 0.206 0.164
installation recommendations.
12 12.500 ±0.018 0.245 0.195
15 15.300 ±0.023 0.300 0.239
5. Basic Materials
5.1 Pipe shall be made of PVC plastic having a cell
classification of 12454 or 12364 as defined in Specification
fittings fabricated from pipe sections, the thickness of the wall
D1784.
in the bell shall be considered satisfactory if it was formed
5.2 Fittings shall be made of PVC plastic having a cell
from pipe meeting the preceding requirements.
classification of 12454 or 13343 as defined in Specification
7.2.3 Pipe Flattening—There shall be no evidence of
D1784.
splitting, cracking, or breaking when pipe is tested in accor-
dance with 8.6.
5.3 Pipe and Fitting—Compounds that have different cell
7.2.4 Pipe Impact Strength—Theimpactstrengthofthepipe
classifications, because one or more properties are superior to
shall not be less than the values given in Table 2 when tested
those of the specified compounds, are also acceptable.
in accordance with 8.7.
5.4 Rework Material—The manufacturer shall use only his
own clean pipe or fitting rework material; the pipe and fittings NOTE 4—This test is intended only for use as a quality control test, not
as a simulated service test.
produced shall meet all the requirements of this specification.
7.2.5 Pipe Stiffness—Pipe stiffness values for the pipe shall
6. Joining Systems
comply with Table 3 when tested in accordance with 8.8.
7.2.6 Pipe Extrusion Quality—The pipe shall not flake or
6.1 Solvent Cement Joints for Pipe and Fittings—In the
disintegrate when tested in accordance with 8.10.
solvent cement joint, the pipe spigot wedges into the tapered
socket and the surfaces fuse together. The tapered socket may
7.3 Requirements for Solvent Cemented Pipe and Fittings:
beaportionofamoldedfittingoritmaybeabelledendofthe
7.3.1 Socket Diameter—The inside diameter of the tapered
pipe section. Formed bells shall be concentric with the pipe
socketshallcomplywiththedimensionslistedinTable4when
axis. Fittings meeting the requirements of Specification D3034
determined in accordance with 8.5.1.
shall also be permitted to be used with pipe meeting the
7.3.2 Socket Depth—The socket depth shall not be less than
requirements of this standard.
thatshowninTable4whenmeasuredinaccordancewith8.5.2.
6.1.1 The assembly of joints shall be in accordance with
7.3.3 Alternate Fittings—Fittings meeting the requirements
Practice D2855.
of Specification D3034 shall also be permitted to be used in
6.1.2 Joint Tightness—Joints made with pipe and fittings
joining pipe specified in this standard.
shall show no signs of leakage when tested in accordance with
7.3.4 Spigot Length—The minimum distance from the
8.9.
spigotendtotheareawherethespigotdiameterchangesdueto
a socket, branch, or change in angle shall comply with the “C”
7. Requirements
dimension of Table 4.
7.1 Workmanship—The pipe and fittings shall be homoge-
7.4 Fabricated Fittings—Any fitting made from pipe or
neous throughout and free from visible cracks, holes, foreign
from a combination of pipe and molded parts shall be consid-
inclusions, or other injurious defects. The pipe shall be as
ered a fabricated fitting and the following provisions shall
uniform as commercially practical in color, opacity, density,
apply.
and other physical properties.
7.2 Pipe Requirements:
TABLE 2 Minimum Pipe Impact Strength at 23°C (73°F)
7.2.1 Diameter—The average outside diameter of the pipe
Pipe Size, Impact Strength,
shallmeettherequirementsgiveninTable1whenmeasuredin
in. ft·lbf (J)
accordance with 8.4.1.
3 100 (135)
4 150 (203)
NOTE 3—As larger sizes of sewer pipe are needed, it is recommended
6 210 (284)
thattheybemadewiththefollowingoutsidediameters:475,560,and630
8 210 (284)
mm.
9 220 (299)
10 220 (299)
7.2.2 Wall Thickness—Pipe wall thicknesses shall meet the
12 220 (299)
requirements of Table 1 when measured in accordance with
15 220 (299)
Test Method D2122 and 8.4.2. In the case of belled pipe and
F2658−07 (2019)
TABLE 3 Minimum Pipe Stiffness at 5% Deflection
7.4.2.1 Pipe used in fabricated fittings shall meet all quality
Pipe Stiffness, psi (kPa) and dimensional requirements listed in the standard for that
Pipe Size,
in.
SDR 51 SDR 64 pipe.
3 and 4 14 (99) 7 (49) 7.4.2.2 Pipe used in fabricated fittings shall have a wall
6to15 14(99) 7(49)
thickness equal to or greater than the wall thickness of the
pipes to which the fitting (or that part of the fitting) will be
joined.
TABLE 4 Solvent Cement Socket Dimensions
7.4.2.3 No part of the spur or branch shall protrude into the
waterway of the fitting more than 0.070 in.
7.4.2.4 All edges and joints exposed to sewage shall be
rounded and free from any rough parts that could catch solids.
7.4.2.5 No fitting shall have an inside diameter dimension
smaller than the base inside diameter listed in Table X1.1 for
that pipe size and DR.
7.4.2.6 All welds and solvent cement joints shall be sound
and free of visible defects.
7.4.3 Fabrication Joint Test Requirements:
7.4.3.1 These test requirements apply only to tee, wye, and
bendfabricatedfittingsthataremanufacturedusingfabrication
methods that join together a combination of pipe sections or
pipe sections and molded parts to form a fitting configuration.
Nominal Size,
AB C
in. Other fitting configurations using the same manufacturing
3 3.271 ± 0.008 3.245 ± 0.008 1.500
proceduresasthosetestedsuccessfullyshallbesuitableforsale
4 4.235 ± 0.009 4.210 ± 0.009 1.750
and use. Fittings fabricated from a single-piece of pipe to form
6 6.305 ± 0.011 6.270 ± 0.011 3.000
8 8.424 ± 0.012 8.388 ± 0.012 4.000 Bends and Sweeps shall not be subject to this requirement.
9 9.486 ± 0.014 9.426 ± 0.014 4.500
NOTE 6—A brittle fitting may violently fragment during testing. To
10 10.530 ± 0.015 10.485 ± 0.015 5.000
12 12.536 ± 0.018 12.482 ± 0.018 6.000
preclude serious injury or death, suitable and appropriate safety proce-
15 15.346 ± 0.023 15.277 ± 0.023 7.500
dures shall be used during any test procedure.
7.4.3.2 Fabricated fittings shall be supported along the
fitting centerline on a flat wooden block or blocks as shown in
Figs. 1 and 2.
7.4.1 Over-Wrapped Fittings—Fabricated fittings that have
(1)The width of the wooden blocks shall be not less than
an over-wrap of fiberglass reinforced thermosetting resin or
66% of the nominal fitting body size being tested for fabri-
other similar materials shall meet all of the requirements in
cated fittings up to 18 in. and 12 in. (305 mm) in width for
7.4.2 and 7.4.3.
nominal body sizes over 18 in.
(2)Thethicknessofthewoodenblocksshallbeneitherless
NOTE 5—Refer to Appendix X3 for geometric configurations of some
of the fittings being produced. Consult the individual manufacturer for
than, nor more than 1 in. (25.4 mm) greater than the difference
laying lengths.
betweenthelargestoutsidediameteronthebellandtheoutside
7.4.2 Fabricated Fittings General Requirements: of the body being tested.
FIG. 1Deflection Test for Fabricated PVC Fittings
F2658−07 (2019)
FIG. 2
(3)The wooden blocks shall stop 1 6 ⁄8 in. (25.4 6 3.2 7.4.4.2 Aftercompletingtheloadtest,plugallopeningsand
mm)fromthefittingbellsandwhenrequiredforbendsshallbe pressure test at a gage pressure of 10.8 psi (74 kPa) 25-ft head
mitered as indicated in Fig. 2 so that the wooden blocks cover of water for 10 min. Any visible leakage of water at the
the entire centerline of the fabricated fitting being tested. fabricationjointorthroughthebodyconstitutesfailuretomeet
this requirement.
NOTE7—Thewoodenblocksshallbemadefromanavailablesoftwood
and the type of wood shall be noted on the test report.
NOTE9—Thesetestrequirementshavebeenselectedtoevaluatequality
NOTE 8—When comparative testing is being performed between labs
of fabrication. They are not intended to simulate service conditions or to
the same type of softwood blocks shall be used.
require testing of every fitting.
7.4.4 Deflect the fabricated fitting by applying the load,
7.4.4.3 All tested fittings shall be destroyed. Tested fittings
calculated from the values given in Table 5 to the body of the
shall not be suitable for sale and/or use.
fitting as shown in Fig. 1. The body length for this calculation
NOTE 10—If the test samples are to be retained they shall be
shallnotincludeanypartofataperortransitionalareabetween
permanently marked in such a way as to indicate that they have been
the fitting body and the bell as shown in Fig. 2. Apply the
tested.
calculated load at a constant rate overa1to2min period and
7.5 Solvent Cement—The cement shall meet the require-
thenmaintaintheloadfor5(five)minutes.Thecalculatedload
ments of Specification D2564.
required shall be applied to a second wooden block or blocks
that are located along the fitting centerline on top of the fitting
8. Test Methods
as shown in Fig. 2.
7.4.4.1 Inspect all welds and fabrication joints while the 8.1 Conditioning—Condition the test specimens at 73.4 6
load is on the fabricated fitting, and again after the load has
3.6°F(23 62°C)and50 65%relativehumidityfornotless
been maintained for 5 (five) minutes. Any evidence of than 40 h prior to test in accordance with Procedure A of
cracking, splitting, breaking, or separation shall constitute
Practice
...
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: F2658 − 07 (Reapproved 2019)
Standard Specification for
Type PSM Poly(Vinyl Chloride) (PVC) SDR 51 and SDR 64
Sewer Pipe and Fittings
This standard is issued under the fixed designation F2658; 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. Scope D1600 Terminology for Abbreviated Terms Relating to Plas-
tics
1.1 This specification covers requirements and test methods
D1784 Specification for Rigid Poly(Vinyl Chloride) (PVC)
for materials, dimensions, workmanship, flattening resistance,
Compounds and Chlorinated Poly(Vinyl Chloride)
impact resistance, pipe stiffness, extrusion quality, joining
(CPVC) Compounds
systems and a form of marking for type PSM poly(vinyl
D2122 Test Method for Determining Dimensions of Ther-
chloride) (PVC) SDR 51 and SDR 64 sewer pipe and fittings.
moplastic Pipe and Fittings
1.2 Pipe and fittings produced to this specification should be
D2321 Practice for Underground Installation of Thermoplas-
installed in accordance with Practice D2321.
tic Pipe for Sewers and Other Gravity-Flow Applications
1.3 The text of this specification references notes, footnotes,
D2412 Test Method for Determination of External Loading
and appendixes which provide explanatory material. These
Characteristics of Plastic Pipe by Parallel-Plate Loading
notes and footnotes (excluding those in tables and figures) shall
D2444 Practice for Determination of the Impact Resistance
not be considered as requirements of the specification.
of Thermoplastic Pipe and Fittings by Means of a Tup
1.4 The values stated in inch-pound units are to be regarded
(Falling Weight)
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.
D2749 Symbols for Dimensions of Plastic Pipe Fittings
1.5 The following precautionary caveat pertains only to the
D2855 Practice for the Two-Step (Primer and Solvent Ce-
test methods portion, Section 8, of this specification. This
ment) Method of Joining Poly (Vinyl Chloride) (PVC) or
standard does not purport to address all of the safety concerns,
Chlorinated Poly (Vinyl Chloride) (CPVC) Pipe and
if any, associated with its use. It is the responsibility of the user
Piping Components with Tapered Sockets
of this standard to establish appropriate safety, health, and
D3034 Specification for Type PSM Poly(Vinyl Chloride)
environmental practices and determine the applicability of
(PVC) Sewer Pipe and Fittings
regulatory limitations prior to use.
F412 Terminology Relating to Plastic Piping Systems
1.6 This international standard was developed in accor-
2.2 Federal Standard:
dance with internationally recognized principles on standard-
Fed. Std. No. 123 Marking for Shipment (Civil Agencies)
ization established in the Decision on Principles for the
Development of International Standards, Guides and Recom-
2.3 Military Standard:
mendations issued by the World Trade Organization Technical
MIL-STD-129 Marking for Shipment and Storage
Barriers to Trade (TBT) Committee.
3. Terminology
2. Referenced Documents
3.1 Definitions—Definitions are in accordance with Termi-
2.1 ASTM Standards:
nology F412, and abbreviations are in accordance with Termi-
D618 Practice for Conditioning Plastics for Testing
nology D1600, unless otherwise specified. The abbreviation of
poly(vinyl chloride) plastics is PVC.
This specification is under the jurisdiction of ASTM Committee F17 on Plastic
3.1.1 The term PSM is not an abbreviation but rather an
Piping Systems and is the direct responsibility of Subcommittee F17.62 on Sewer.
arbitrary designation for a product having certain dimensions.
Current edition approved Feb. 1, 2019. Published March 2019. Previous edition
approved in 2013 as F2658 – 07(2013). DOI: 10.1520/F2658-07R19.
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
Standardsvolume information, refer to the standard’s Document Summary page on Available from DLA Document Services, Building 4/D, 700 Robbins Ave.,
the ASTM website. Philadelphia, PA 19111-5094, http://quicksearch.dla.mil.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
F2658 − 07 (2019)
TABLE 1 Pipe Dimensions
4. Significance and Use
Minimum Wall
4.1 The requirements of this specification are intended to
Outside Diameter
Thickness
Nominal
provide pipe and fittings suitable for non-pressure drainage of
Tolerance
Size
SDR SDR
sewage and surface water.
Average on
51 64
Average
NOTE 1—Industrial waste disposal lines should be installed only with
the specific approval of the cognizant code authority since chemicals not
3 3.250 ±0.008 0.064 0.051
commonly found in drains and sewers and temperatures in excess of 60 °C 4 4.215 ±0.009 0.083 0.066
(140 °F) may be encountered. 6 6.275 ±0.011 0.123 0.098
8 8.400 ±0.012 0.165 0.131
NOTE 2—See D2321 Standard Practice for Underground Installation of
9 9.440 ±0.014 0.185 0.148
Thermoplastic Pipe for Sewers and Other Gravity-Flow Applications for
10 10.500 ±0.015 0.206 0.164
installation recommendations.
12 12.500 ±0.018 0.245 0.195
15 15.300 ±0.023 0.300 0.239
5. Basic Materials
5.1 Pipe shall be made of PVC plastic having a cell
classification of 12454 or 12364 as defined in Specification
fittings fabricated from pipe sections, the thickness of the wall
D1784.
in the bell shall be considered satisfactory if it was formed
5.2 Fittings shall be made of PVC plastic having a cell
from pipe meeting the preceding requirements.
classification of 12454 or 13343 as defined in Specification
7.2.3 Pipe Flattening—There shall be no evidence of
D1784.
splitting, cracking, or breaking when pipe is tested in accor-
dance with 8.6.
5.3 Pipe and Fitting—Compounds that have different cell
7.2.4 Pipe Impact Strength—The impact strength of the pipe
classifications, because one or more properties are superior to
shall not be less than the values given in Table 2 when tested
those of the specified compounds, are also acceptable.
in accordance with 8.7.
5.4 Rework Material—The manufacturer shall use only his
own clean pipe or fitting rework material; the pipe and fittings NOTE 4—This test is intended only for use as a quality control test, not
as a simulated service test.
produced shall meet all the requirements of this specification.
7.2.5 Pipe Stiffness—Pipe stiffness values for the pipe shall
6. Joining Systems
comply with Table 3 when tested in accordance with 8.8.
7.2.6 Pipe Extrusion Quality—The pipe shall not flake or
6.1 Solvent Cement Joints for Pipe and Fittings—In the
disintegrate when tested in accordance with 8.10.
solvent cement joint, the pipe spigot wedges into the tapered
socket and the surfaces fuse together. The tapered socket may
7.3 Requirements for Solvent Cemented Pipe and Fittings:
be a portion of a molded fitting or it may be a belled end of the
7.3.1 Socket Diameter—The inside diameter of the tapered
pipe section. Formed bells shall be concentric with the pipe
socket shall comply with the dimensions listed in Table 4 when
axis. Fittings meeting the requirements of Specification D3034
determined in accordance with 8.5.1.
shall also be permitted to be used with pipe meeting the
7.3.2 Socket Depth—The socket depth shall not be less than
requirements of this standard.
that shown in Table 4 when measured in accordance with 8.5.2.
6.1.1 The assembly of joints shall be in accordance with
7.3.3 Alternate Fittings—Fittings meeting the requirements
Practice D2855.
of Specification D3034 shall also be permitted to be used in
6.1.2 Joint Tightness—Joints made with pipe and fittings
joining pipe specified in this standard.
shall show no signs of leakage when tested in accordance with
7.3.4 Spigot Length—The minimum distance from the
8.9.
spigot end to the area where the spigot diameter changes due to
a socket, branch, or change in angle shall comply with the “C”
7. Requirements
dimension of Table 4.
7.1 Workmanship—The pipe and fittings shall be homoge-
7.4 Fabricated Fittings—Any fitting made from pipe or
neous throughout and free from visible cracks, holes, foreign
from a combination of pipe and molded parts shall be consid-
inclusions, or other injurious defects. The pipe shall be as
ered a fabricated fitting and the following provisions shall
uniform as commercially practical in color, opacity, density,
apply.
and other physical properties.
7.2 Pipe Requirements:
TABLE 2 Minimum Pipe Impact Strength at 23°C (73°F)
7.2.1 Diameter—The average outside diameter of the pipe
Pipe Size, Impact Strength,
shall meet the requirements given in Table 1 when measured in
in. ft·lbf (J)
accordance with 8.4.1.
3 100 (135)
4 150 (203)
NOTE 3—As larger sizes of sewer pipe are needed, it is recommended
6 210 (284)
that they be made with the following outside diameters: 475, 560, and 630
8 210 (284)
mm.
9 220 (299)
10 220 (299)
7.2.2 Wall Thickness—Pipe wall thicknesses shall meet the
12 220 (299)
requirements of Table 1 when measured in accordance with
15 220 (299)
Test Method D2122 and 8.4.2. In the case of belled pipe and
F2658 − 07 (2019)
TABLE 3 Minimum Pipe Stiffness at 5 % Deflection
7.4.2.1 Pipe used in fabricated fittings shall meet all quality
Pipe Stiffness, psi (kPa) and dimensional requirements listed in the standard for that
Pipe Size,
in.
SDR 51 SDR 64 pipe.
3 and 4 14 (99) 7 (49) 7.4.2.2 Pipe used in fabricated fittings shall have a wall
6 to 15 14 (99) 7 (49)
thickness equal to or greater than the wall thickness of the
pipes to which the fitting (or that part of the fitting) will be
joined.
TABLE 4 Solvent Cement Socket Dimensions
7.4.2.3 No part of the spur or branch shall protrude into the
waterway of the fitting more than 0.070 in.
7.4.2.4 All edges and joints exposed to sewage shall be
rounded and free from any rough parts that could catch solids.
7.4.2.5 No fitting shall have an inside diameter dimension
smaller than the base inside diameter listed in Table X1.1 for
that pipe size and DR.
7.4.2.6 All welds and solvent cement joints shall be sound
and free of visible defects.
7.4.3 Fabrication Joint Test Requirements:
7.4.3.1 These test requirements apply only to tee, wye, and
bend fabricated fittings that are manufactured using fabrication
methods that join together a combination of pipe sections or
pipe sections and molded parts to form a fitting configuration.
Nominal Size,
A B C
in. Other fitting configurations using the same manufacturing
3 3.271 ± 0.008 3.245 ± 0.008 1.500
procedures as those tested successfully shall be suitable for sale
4 4.235 ± 0.009 4.210 ± 0.009 1.750
and use. Fittings fabricated from a single-piece of pipe to form
6 6.305 ± 0.011 6.270 ± 0.011 3.000
8 8.424 ± 0.012 8.388 ± 0.012 4.000 Bends and Sweeps shall not be subject to this requirement.
9 9.486 ± 0.014 9.426 ± 0.014 4.500
10 10.530 ± 0.015 10.485 ± 0.015 5.000 NOTE 6—A brittle fitting may violently fragment during testing. To
12 12.536 ± 0.018 12.482 ± 0.018 6.000 preclude serious injury or death, suitable and appropriate safety proce-
15 15.346 ± 0.023 15.277 ± 0.023 7.500
dures shall be used during any test procedure.
7.4.3.2 Fabricated fittings shall be supported along the
fitting centerline on a flat wooden block or blocks as shown in
Figs. 1 and 2.
7.4.1 Over-Wrapped Fittings—Fabricated fittings that have
(1) The width of the wooden blocks shall be not less than
an over-wrap of fiberglass reinforced thermosetting resin or
66 % of the nominal fitting body size being tested for fabri-
other similar materials shall meet all of the requirements in
cated fittings up to 18 in. and 12 in. (305 mm) in width for
7.4.2 and 7.4.3.
nominal body sizes over 18 in.
(2) The thickness of the wooden blocks shall be neither less
NOTE 5—Refer to Appendix X3 for geometric configurations of some
of the fittings being produced. Consult the individual manufacturer for
than, nor more than 1 in. (25.4 mm) greater than the difference
laying lengths.
between the largest outside diameter on the bell and the outside
7.4.2 Fabricated Fittings General Requirements: of the body being tested.
FIG. 1 Deflection Test for Fabricated PVC Fittings
F2658 − 07 (2019)
FIG. 2
(3) The wooden blocks shall stop 1 6 ⁄8 in. (25.4 6 3.2 7.4.4.2 After completing the load test, plug all openings and
mm) from the fitting bells and when required for bends shall be pressure test at a gage pressure of 10.8 psi (74 kPa) 25-ft head
mitered as indicated in Fig. 2 so that the wooden blocks cover of water for 10 min. Any visible leakage of water at the
the entire centerline of the fabricated fitting being tested. fabrication joint or through the body constitutes failure to meet
this requirement.
NOTE 7—The wooden blocks shall be made from an available softwood
and the type of wood shall be noted on the test report.
NOTE 9—These test requirements have been selected to evaluate quality
NOTE 8—When comparative testing is being performed between labs
of fabrication. They are not intended to simulate service conditions or to
the same type of softwood blocks shall be used.
require testing of every fitting.
7.4.4 Deflect the fabricated fitting by applying the load,
7.4.4.3 All tested fittings shall be destroyed. Tested fittings
calculated from the values given in Table 5 to the body of the
shall not be suitable for sale and/or use.
fitting as shown in Fig. 1. The body length for this calculation
NOTE 10—If the test samples are to be retained they shall be
shall not include any part of a taper or transitional area between
permanently marked in such a way as to indicate that they have been
the fitting body and the bell as shown in Fig. 2. Apply the
tested.
calculated load at a constant rate over a 1 to 2 min period and
7.5 Solvent Cement—The cement shall meet the require-
then maintain the load for 5 (five) minutes. The calculated load
ments of Specification D2564.
required shall be applied to a second wooden block or blocks
that are located along the fitting centerline on top of the fitting
8. Test Methods
as shown in Fig. 2.
7.4.4.1 Inspect all welds and fabrication joints while the
8.1 Conditioning—Condition the test specimens at 73.4 6
load is on the fabricated fitting, and again after the load has 3.6 °F (23 6 2 °C) and 50 6 5 % relative
...
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: F2658 − 07 (Reapproved 2013) F2658 − 07 (Reapproved 2019)
Standard Specification for
Type PSM Poly(Vinyl Chloride) (PVC) SDR 51 and SDR 64
Sewer Pipe and Fittings
This standard is issued under the fixed designation F2658; 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. Scope
1.1 This specification covers requirements and test methods for materials, dimensions, workmanship, flattening resistance,
impact resistance, pipe stiffness, extrusion quality, joining systems and a form of marking for type PSM poly(vinyl chloride) (PVC)
SDR 51 and SDR 64 sewer pipe and fittings.
1.2 Pipe and fittings produced to this specification should be installed in accordance with Practice D2321.
1.3 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.
1.4 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information
only.mathematical conversions to SI units that are provided for information only and are not considered standard.
1.5 The following precautionary caveat pertains only to the test methods portion, Section 8, 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 safety, health, and healthenvironmental 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.
2. Referenced Documents
2.1 ASTM Standards:
D618 Practice for Conditioning Plastics for Testing
D1600 Terminology for Abbreviated Terms Relating to Plastics
D1784 Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC)
Compounds
D2122 Test Method for Determining Dimensions of Thermoplastic Pipe and Fittings
D2321 Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow Applications
D2412 Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel-Plate Loading
D2444 Practice for Determination of the Impact Resistance of Thermoplastic Pipe and Fittings by Means of a Tup (Falling
Weight)
D2564 Specification for Solvent Cements for Poly(Vinyl Chloride) (PVC) Plastic Piping Systems
D2749 Symbols for Dimensions of Plastic Pipe Fittings
D2855 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
D3034 Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings
F412 Terminology Relating to Plastic Piping Systems
This specification 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 Feb. 1, 2013Feb. 1, 2019. Published February 2013March 2019. Previous edition approved in 20072013 as F2658 – 07.07(2013). DOI:
10.1520/F2658-07R13.10.1520/F2658-07R19.
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
Standardsvolume 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
F2658 − 07 (2019)
2.2 Federal Standard:
Fed. Std. No. 123 Marking for Shipment (Civil Agencies)
2.3 Military Standard:
MIL-STD-129 Marking for Shipment and Storage
3. Terminology
3.1 Definitions—Definitions are in accordance with Terminology F412, and abbreviations are in accordance with Terminology
D1600, unless otherwise specified. The abbreviation of poly(vinyl chloride) plastics is PVC.
3.1.1 The term PSM is not an abbreviation but rather an arbitrary designation for a product having certain dimensions.
4. Significance and Use
4.1 The requirements of this specification are intended to provide pipe and fittings suitable for non-pressure drainage of sewage
and surface water.
NOTE 1—Industrial waste disposal lines should be installed only with the specific approval of the cognizant code authority since chemicals not
commonly found in drains and sewers and temperatures in excess of 60°C (140°F)60 °C (140 °F) may be encountered.
NOTE 2—See D2321 Standard Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow Applications for
installation recommendations.
5. Basic Materials
5.1 Pipe shall be made of PVC plastic having a cell classification of 12454 or 12364 as defined in Specification D1784.
5.2 Fittings shall be made of PVC plastic having a cell classification of 12454 or 13343 as defined in Specification D1784.
5.3 Pipe and Fitting—Compounds that have different cell classifications, because one or more properties are superior to those
of the specified compounds, are also acceptable.
5.4 Rework Material—The manufacturer shall use only his own clean pipe or fitting rework material; the pipe and fittings
produced shall meet all the requirements of this specification.
6. Joining Systems
6.1 Solvent Cement Joints for Pipe and Fittings—In the solvent cement joint, the pipe spigot wedges into the tapered socket and
the surfaces fuse together. The tapered socket may be a portion of a molded fitting or it may be a belled end of the pipe section.
Formed bells shall be concentric with the pipe axis. Fittings meeting the requirements of Specification D3034 shall also be
permitted to be used with pipe meeting the requirements of this standard.
6.1.1 The assembly of joints shall be in accordance with Practice D2855.
6.1.2 Joint Tightness—Joints made with pipe and fittings shall show no signs of leakage when tested in accordance with 8.9.
7. Requirements
7.1 Workmanship—The pipe and fittings shall be homogeneous throughout and free from visible cracks, holes, foreign
inclusions, or other injurious defects. The pipe shall be as uniform as commercially practical in color, opacity, density, and other
physical properties.
7.2 Pipe Requirements:
7.2.1 Diameter—The average outside diameter of the pipe shall meet the requirements given in Table 1 when measured in
accordance with 8.4.1.
TABLE 1 Pipe Dimensions
Minimum Wall
Outside Diameter
Thickness
Nominal
Tolerance
Size
SDR SDR
Average on
51 64
Average
3 3.250 ±0.008 0.064 0.051
4 4.215 ±0.009 0.083 0.066
6 6.275 ±0.011 0.123 0.098
8 8.400 ±0.012 0.165 0.131
9 9.440 ±0.014 0.185 0.148
10 10.500 ±0.015 0.206 0.164
12 12.500 ±0.018 0.245 0.195
15 15.300 ±0.023 0.300 0.239
Available from Standardization Documents Order Desk, DODSSP, Bldg. 4, Section D, DLA Document Services, Building 4/D, 700 Robbins Ave., Philadelphia, PA
19111-5098, http://dodssp.daps.dla.mil.19111-5094, http://quicksearch.dla.mil.
F2658 − 07 (2019)
NOTE 3—As larger sizes of sewer pipe are needed, it is recommended that they be made with the following outside diameters: 475, 560, and 630 mm.
7.2.2 Wall Thickness—Pipe wall thicknesses shall meet the requirements of Table 1 when measured in accordance with Test
Method D2122 and 8.4.2. In the case of belled pipe and fittings fabricated from pipe sections, the thickness of the wall in the bell
shall be considered satisfactory if it was formed from pipe meeting the preceding requirements.
7.2.3 Pipe Flattening—There shall be no evidence of splitting, cracking, or breaking when pipe is tested in accordance with 8.6.
7.2.4 Pipe Impact Strength—The impact strength of the pipe shall not be less than the values given in Table 2 when tested in
accordance with 8.7.
NOTE 4—This test is intended only for use as a quality control test, not as a simulated service test.
7.2.5 Pipe Stiffness—Pipe stiffness values for the pipe shall comply with Table 3 when tested in accordance with 8.8.
7.2.6 Pipe Extrusion Quality—The pipe shall not flake or disintegrate when tested in accordance with 8.10.
7.3 Requirements for Solvent Cemented Pipe and Fittings:
7.3.1 Socket Diameter—The inside diameter of the tapered socket shall comply with the dimensions listed in Table 4 when
determined in accordance with 8.5.1.
7.3.2 Socket Depth—The socket depth shall not be less than that shown in Table 4 when measured in accordance with 8.5.2.
7.3.3 Alternate Fittings—Fittings meeting the requirements of Specification D3034 shall also be permitted to be used in joining
pipe specified in this standard.
7.3.4 Spigot Length—The minimum distance from the spigot end to the area where the spigot diameter changes due to a socket,
branch, or change in angle shall comply with the “C” dimension of Table 4.
7.4 Fabricated Fittings—Any fitting made from pipe or from a combination of pipe and molded parts shall be considered a
fabricated fitting and the following provisions shall apply.
7.4.1 Over-Wrapped Fittings—Fabricated fittings that have an over-wrap of fiberglass reinforced thermosetting resin or other
similar materials shall meet all of the requirements in 7.4.2 and 7.4.3.
NOTE 5—Refer to Appendix X3 for geometric configurations of some of the fittings being produced. Consult the individual manufacturer for laying
lengths.
7.4.2 Fabricated Fittings General Requirements:
7.4.2.1 Pipe used in fabricated fittings shall meet all quality and dimensional requirements listed in the standard for that pipe.
7.4.2.2 Pipe used in fabricated fittings shall have a wall thickness equal to or greater than the wall thickness of the pipes to which
the fitting (or that part of the fitting) will be joined.
7.4.2.3 No part of the spur or branch shall protrude into the waterway of the fitting more than 0.070 in.
7.4.2.4 All edges and joints exposed to sewage shall be rounded and free from any rough parts that could catch solids.
7.4.2.5 No fitting shall have an inside diameter dimension smaller than the base inside diameter listed in Table X1.1 for that
pipe size and DR.
7.4.2.6 All welds and solvent cement joints shall be sound and free of visible defects.
7.4.3 Fabrication Joint Test Requirements : Requirements:
7.4.3.1 These test requirements apply only to tee, wye, and bend fabricated fittings that are manufactured using fabrication
methods that join together a combination of pipe sections or pipe sections and molded parts to form a fitting configuration. Other
TABLE 2 Minimum Pipe Impact Strength at 23°C (73°F)
Pipe Size, Impact Strength,
in. J (ft·lbf)
3 135 (100)
4 203 (150)
6 284 (210)
8 284 (210)
9 299 (220)
10 299 (220)
12 299 (220)
15 299 (220)
TABLE 2 Minimum Pipe Impact Strength at 23°C (73°F)
Pipe Size, Impact Strength,
in. ft·lbf (J)
3 100 (135)
4 150 (203)
6 210 (284)
8 210 (284)
9 220 (299)
10 220 (299)
12 220 (299)
15 220 (299)
F2658 − 07 (2019)
TABLE 3 Minimum Pipe Stiffness at 5 % Deflection
Pipe Stiffness, kPa (psi)
Pipe Size,
in.
SDR 51 SDR 64
3 and 4 99 (14) 49 (7)
6 to 15 99 (14) 49 (7)
TABLE 3 Minimum Pipe Stiffness at 5 % Deflection
Pipe Stiffness, psi (kPa)
Pipe Size,
in.
SDR 51 SDR 64
3 and 4 14 (99) 7 (49)
6 to 15 14 (99) 7 (49)
TABLE 4 Solvent Cement Socket Dimensions
Nominal Size,
A B C
in.
3 3.271 ± 0.008 3.245 ± 0.008 1.500
4 4.235 ± 0.009 4.210 ± 0.009 1.750
6 6.305 ± 0.011 6.270 ± 0.011 3.000
8 8.424 ± 0.012 8.388 ± 0.012 4.000
9 9.486 ± 0.014 9.426 ± 0.014 4.500
10 10.530 ± 0.015 10.485 ± 0.015 5.000
12 12.536 ± 0.018 12.482 ± 0.018 6.000
15 15.346 ± 0.023 15.277 ± 0.023 7.500
fitting configurations using the same manufacturing procedures as those tested successfully shall be suitable for sale and use.
Fittings fabricated from a single-piece of pipe to form Bends and Sweeps shall not be subject to this requirement.
NOTE 6—A brittle fitting may violently fragment during testing. To preclude serious injury or death, suitable and appropriate safety procedures shall
be used during any test procedure.
7.4.3.2 Fabricated fittings shall be supported along the fitting centerline on a flat wooden block or blocks as shown in Figs. 1
and 2.
(1) The width of the wooden blocks shall be not less than 66 % of the nominal fitting body size being tested for fabricated
fittings up to 18 in. and 12 in. (305 mm) in width for nominal body sizes over 18 in.
(2) The thickness of the wooden blocks shall be neither less than, nor more than 1 in. (25.4 mm) greater than the difference
between the largest outside diameter on the bell and the outside of the body being tested.
(3) The wooden blocks shall stop 1 6 ⁄8 in. (25.4 6 3.2 mm) from the fitting bells and when required for bends shall be mitered
as indicated in Fig. 2 so that the wooden blocks cover the entire centerline of the fabricated fitting being tested.
NOTE 7—The wooden blocks shall be made from an available softwood and the type of wood shall be noted on the test report.
NOTE 8—When comparative testing is being performed between labs the same type of softwood blocks shall be used.
7.4.4 Deflect the fabricated fitting by applying the load, calculated from the values given in Table 5 to the body of the fitting
as shown in Fig. 1. The body length for this calculation shall not include any part of a taper or transitional area between the fitting
body and the bell as shown in Fig. 2. Apply the calculated load at a constant rate over a 1 to 2 min period and then maintain the
load for 5 (five) minutes. The calculated load required shall be applied to a second wooden block or blocks that are located along
the fitting centerline on top of the fitting as shown in Fig. 2.
7.4.4.1 Inspect all welds and fabrication joints while the load is on the fabricated fitting, and again after the load has been
maintained for 5 (five) minutes. Any evidence of cracking, splitting, breaking, or separation shall constitute failure of this
requirement.
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