ASTM F2658-07

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 D 2321.
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.
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 and health practices and determine the applicability of regulatory limitations prior to use.

General Information

• Status: Historical
• Publication Date: 30-Apr-2007
• ICS: 23.040.20 - Plastics pipes
• Technical Committee: F17 - Plastic Piping Systems
• Drafting Committee: F17.62 - Sewer

Relations

• Replaced By: ASTM F2658-07(2013) - Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) SDR 51 and SDR 64 Sewer Pipe and Fittings
• Effective Date: 01-Feb-2013

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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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:F2658 −07 AnAmerican National Standard
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.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope D2122Test Method for Determining Dimensions of Ther-
moplastic Pipe and Fittings
1.1 This specification covers requirements and test methods
D2321PracticeforUndergroundInstallationofThermoplas-
for materials, dimensions, workmanship, flattening resistance,
tic Pipe for Sewers and Other Gravity-Flow Applications
impact resistance, pipe stiffness, extrusion quality, joining
D2412Test Method for Determination of External Loading
systems and a form of marking for type PSM poly(vinyl
Characteristics of Plastic Pipe by Parallel-Plate Loading
chloride) (PVC) SDR 51 and SDR 64 sewer pipe and fittings.
D2444Test Method for Determination of the Impact Resis-
1.2 Pipeandfittingsproducedtothisspecificationshouldbe
tance of Thermoplastic Pipe and Fittings by Means of a
installed in accordance with Practice D2321.
Tup (Falling Weight)
D2564Specification for Solvent Cements for Poly(Vinyl
1.3 Thetextofthisspecificationreferencesnotes,footnotes,
and appendixes which provide explanatory material. These Chloride) (PVC) Plastic Piping Systems
D2749Symbols for Dimensions of Plastic Pipe Fittings
notesandfootnotes(excludingthoseintablesandfigures)shall
not be considered as requirements of the specification. D2855Practice for Making Solvent-Cemented Joints with
Poly(Vinyl Chloride) (PVC) Pipe and Fittings
1.4 The values stated in inch-pound units are to be regarded
D3034Specification for Type PSM Poly(Vinyl Chloride)
as the standard. The values given in parentheses are for
(PVC) Sewer Pipe and Fittings
information only.
F412Terminology Relating to Plastic Piping Systems
1.5 The following precautionary caveat pertains only to the
2.2 Federal Standard:
test methods portion, Section 8, of this specification. This
Fed. Std. No. 123Marking for Shipment (Civil Agencies)
standard does not purport to address all of the safety concerns,
2.3 Military Standard:
if any, associated with its use. It is the responsibility of the user
MIL-STD-129Marking for Shipment and Storage
of this standard to establish appropriate safety and health
practices and determine the applicability of regulatory limita-
3. Terminology
tions prior to use.
3.1 Definitions—Definitions are in accordance with Termi-
nology F412, and abbreviations are in accordance with Termi-
2. Referenced Documents
nology D1600, unless otherwise specified.The abbreviation of
2.1 ASTM Standards:
poly(vinyl chloride) plastics is PVC.
D618Practice for Conditioning Plastics for Testing
3.1.1 The term PSM is not an abbreviation but rather an
D1600TerminologyforAbbreviatedTermsRelatingtoPlas-
arbitrary designation for a product having certain dimensions.
tics
D1784Specification for Rigid Poly(Vinyl Chloride) (PVC)
4. Significance and Use
Compounds and Chlorinated Poly(Vinyl Chloride)
4.1 The requirements of this specification are intended to
(CPVC) Compounds
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
This specification is under the jurisdiction ofASTM Committee F17 on Plastic
the specific approval of the cognizant code authority since chemicals not
Piping Systems and is the direct responsibility of Subcommittee F17.62 on Sewer.
commonlyfoundindrainsandsewersandtemperaturesinexcessof60°C
Current edition approved May 1, 2007. Published June 2007. DOI: 10.1520/
(140°F) may be encountered.
F2658-07.
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM
Standards volume information, refer to the standard’s Document Summary page on AvailablefromStandardizationDocumentsOrderDesk,Bldg.4SectionD,700
the ASTM website. Robbins Ave., Philadelphia, PA 19111-5094, Attn: NPODS.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
F2658−07
NOTE 2—See D2321 Standard Practice for Underground Installation of NOTE 3—As larger sizes of sewer pipe are needed, it is recommended
Thermoplastic Pipe for Sewers and Other Gravity-Flow Applications for thattheybemadewiththefollowingoutsidediameters:475,560,and630
installation recommendations. mm.
7.2.2 Wall Thickness—Pipe wall thicknesses shall meet the
5. Basic Materials
requirements of Table 1 when measured in accordance with
5.1 Pipe shall be made of PVC plastic having a cell
Test Method D2122 and 8.4.2. In the case of belled pipe and
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
from pipe meeting the preceding requirements.
5.2 Fittings shall be made of PVC plastic having a cell
7.2.3 Pipe Flattening—There shall be no evidence of split-
classification of 12454 or 13343 as defined in Specification
ting, cracking, or breaking when pipe is tested in accordance
D1784.
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
NOTE 4—This test is intended only for use as a quality control test, not
own clean pipe or fitting rework material; the pipe and fittings
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
comply with Table 3 when tested in accordance with 8.8.
6. Joining Systems
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
7.3 Requirements for Solvent Cemented Pipe and Fittings:
socket and the surfaces fuse together. The tapered socket may
7.3.1 Socket Diameter—The inside diameter of the tapered
beaportionofamoldedfittingoritmaybeabelledendofthe
socketshallcomplywiththedimensionslistedinTable4when
pipe section. Formed bells shall be concentric with the pipe
determined in accordance with 8.5.1.
axis. Fittings meeting the requirements of Specification D3034
7.3.2 Socket Depth—The socket depth shall not be less than
shall also be permitted to be used with pipe meeting the
thatshowninTable4whenmeasuredinaccordancewith8.5.2.
requirements of this standard.
7.3.3 Alternate Fittings—Fittings meeting the requirements
6.1.1 The assembly of joints shall be in accordance with
of Specification D3034 shall also be permitted to be used in
Practice D2855.
joining pipe specified in this standard.
6.1.2 Joint Tightness—Joints made with pipe and fittings
7.3.4 Spigot Length—The minimum distance from the
shall show no signs of leakage when tested in accordance with
spigotendtotheareawherethespigotdiameterchangesdueto
8.9.
a socket, branch, or change in angle shall comply with the “C”
dimension of Table 4.
7. Requirements
7.4 Fabricated Fittings—Any fitting made from pipe or
7.1 Workmanship—The pipe and fittings shall be homoge-
from a combination of pipe and molded parts shall be consid-
neous throughout and free from visible cracks, holes, foreign
ered a fabricated fitting and the following provisions shall
inclusions, or other injurious defects. The pipe shall be as
apply.
uniform as commercially practical in color, opacity, density,
7.4.1 Over-Wrapped Fittings—Fabricated fittings that have
and other physical properties.
an over-wrap of fiberglass reinforced thermosetting resin or
7.2 Pipe Requirements:
other similar materials shall meet all of the requirements in
7.2.1 Diameter—The average outside diameter of the pipe
7.4.2 and 7.4.3.
shallmeettherequirementsgiveninTable1whenmeasuredin
accordance with 8.4.1. 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:
TABLE 1 Pipe Dimensions
Minimum Wall
Outside Diameter
Thickness
Nominal
TABLE 2 Minimum Pipe Impact Strength at 23°C (73°F)
Tolerance
Size
SDR SDR
Average on Pipe Size, Impact Strength,
51 64
Average in. J (ft·lbf)
3 3.250 ±0.008 0.064 0.051 3 135 (100)
4 4.215 ±0.009 0.083 0.066 4 203 (150)
6 6.275 ±0.011 0.123 0.098 6 284 (210)
8 8.400 ±0.012 0.165 0.131 8 284 (210)
9 9.440 ±0.014 0.185 0.148 9 299 (220)
10 10.500 ±0.015 0.206 0.164 10 299 (220)
12 12.500 ±0.018 0.245 0.195 12 299 (220)
15 15.300 ±0.023 0.300 0.239 15 299 (220)
F2658−07
TABLE 3 Minimum Pipe Stiffness at 5% Deflection
7.4.2.4 All edges and joints exposed to sewage shall be
Pipe Stiffness, kPa (psi) rounded and free from any rough parts that could catch solids.
Pipe Size,
in.
SDR 51 SDR 64
7.4.2.5 No fitting shall have an inside diameter dimension
3 and 4 99 (14) 49 (7)
smaller than the base inside diameter listed in Table X1.1 for
6to15 99(14) 49 (7)
that pipe size and DR.
7.4.2.6 All welds and solvent cement joints shall be sound
and free of visible defects.
TABLE 4 Solvent Cement Socket Dimensions
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.
Other fitting configurations using the same manufacturing
proceduresasthosetestedsuccessfullyshallbesuitableforsale
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 proce-
dures shall be used during any test procedure.
Nominal Size,
AB C 7.4.3.2 Fabricated fittings shall be supported along the
in.
fitting centerline on a flat wooden block or blocks as shown in
3 3.271 ± 0.008 3.245 ± 0.008 1.500
4 4.235 ± 0.009 4.210 ± 0.009 1.750
Figs. 1 and 2.
6 6.305 ± 0.011 6.270 ± 0.011 3.000
(1)The width of the wooden blocks shall be not less than
8 8.424 ± 0.012 8.388 ± 0.012 4.000
66% of the nominal fitting body size being tested for fabri-
9 9.486 ± 0.014 9.426 ± 0.014 4.500
10 10.530 ± 0.015 10.485 ± 0.015 5.000
cated fittings up to 18 in. and 12 in. (305 mm) in width for
12 12.536 ± 0.018 12.482 ± 0.018 6.000
nominal body sizes over 18 in.
15 15.346 ± 0.023 15.277 ± 0.023 7.500
(2)Thethicknessofthewoodenblocksshallbeneitherless
than, nor more than 1 in. (25.4 mm) greater than the difference
betweenthelargestoutsidediameteronthebellandtheoutside
of the body being tested.
7.4.2.1 Pipe used in fabricated fittings shall meet all quality
(3)The wooden blocks shall stop 1 6 ⁄8 in. (25.4 6 3.2
and dimensional requirements listed in the standard for that
mm)fromthefittingbellsandwhenrequiredforbendsshallbe
pipe.
mitered as indicated in Fig. 2 so that the wooden blocks cover
7.4.2.2 Pipe used in fabricated fittings shall have a wall
the entire centerline of the fabricated fitting being tested.
thickness equal to or greater than the wall thickness of the
pipes to which the fitting (or that part of the fitting) will be
NOTE7—Thewoodenblocksshallbemadefromanavailablesoftwood
joined.
and the type of wood shall be noted on the test report.
7.4.2.3 No part of the spur or branch shall protrude into the
NOTE 8—When comparative testing is being performed between labs
waterway of the fitting more than 0.070 in. the same type of softwood blocks shall be used.
FIG. 1Deflection Test for Fabricated PVC Fittings
F2658−07
FIG. 2
NOTE9—Thesetestrequirementshavebeenselectedtoevaluatequality
7.4.4 Deflect the fabricated fitting by applying the load,
of fabrication. They are not intended to simulate service conditions or to
calculated from the values given in Table 5 to the body of the
require testing of every fitting.
fitting as shown in Fig. 1. The body length for this calculation
7.4.4.3 All tested fittings shall be destroyed. Tested fittings
shallnotincludeanypartofataperortransitionalareabetween
shall not be suitable for sale and/or use.
the fitting body and the bell as shown in Fig. 2. Apply the
calculated load at a constant rate overa1to2min period and
NOTE 10—If the test samples are to be retained they shall be
thenmaintaintheloadfor5(five)minutes.Thecalculatedload
permanently marked in such a way as to indicate that they have been
tested.
required shall be applied to a second wooden block or blocks
that are located along the fitting centerline on top of the fitting
7.5 Solvent Cement—The cement shall meet the require-
as shown in Fig. 2.
ments of Specification D2564.
7.4.4.1 Inspect all welds and fabrication joints while the
load is on the fabricated fitting, and again after the load has
8. Test Methods
been maintained for 5 (five) minutes. Any evidence of crack-
8.1 Conditioning—Condition the test specimens at
ing, splitting, breaking, or separation shall constitute failure of
23 62°C (73.4 6 3.6°F) and 50 6 5% relative humidity for
this requirement.
not less than 40 h prior to test in accordance with ProcedureA
7.4.4.2 Aftercompletingtheloadtest,plugallopeningsand
of Practice D618, for those tests where conditioning is re-
pressure test at a gage pressure of 10.8 psi (74 kPa) 25-ft head
quired.
of water for 10 min. Any visible leakage of water at the
8.2 Test Conditions—Conduct tests in the standard labora-
fabricationjointorthroughthebodyconstitutesfailuretomeet
tory atmosphere of 23 6 2°C and 50 6 5% relative humidity,
this requirement.
unless otherwise specified in the test methods or in this
specification.
A 8.3 Sampling—The selection of the sample or samples of
TABLE 5 Fabricated Fitting Loads, F
pipe or fitting shall be as agreed upon between the purchaser
Fitting Body Pipe Size, F
in. (lb/in. of length) and the seller. In case of no prior agreement, any sample
selected by the testing laboratory shall be deemed adequate.
4 13.3
6 20.0
8.4 Pipe Dimensions:
8 26.7
9 30.0
8.4.1 Pipe D
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