ASTM F1732-96(2005)
(Specification)Standard Specification for Poly(Vinyl Chloride) (PVC) Sewer and Drain Pipe Containing Recycled PVC Material
Standard Specification for Poly(Vinyl Chloride) (PVC) Sewer and Drain Pipe Containing Recycled PVC Material
ABSTRACT
This specification covers the requirements and related test methods for materials, dimensions, workmanship, chemical resistance, and joint tightness of sewer and drain pipes made from either virgin or recycled poly(vinyl chloride) (PVC) compound. This specification also covers four-inch perforated pipes, but the joint tightness test is not applicable for this product. The pipes shall also be tested and thereby conform accordingly to the requirements for flattening resistance, extrusion quality, impact strength and resistance, stiffness, solvent cement, and perforations.
SCOPE
1.1 This specification covers pipe made from PVC compound that includes recycled PVC material. This specification covers requirements and test methods for materials, dimensions, workmanship, chemical resistance, and joint tightness of poly(vinyl chloride) (PVC) sewer and drain pipe. Four-inch perforated pipe is also covered; the joint tightness test is not applicable for this product. A form of marking to indicate compliance with this specification is also included.
1.2 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.
1.3 The text of this standard references notes and footnotes which provide explanatory material. These notes, footnotes, and the Appendices (excluding those in tables and figures) shall not be considered as requirements of this standard.
1.4 The following precautionary caveat pertains to the test methods portion, Section 7, 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.
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Standards Content (Sample)
NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
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An American National Standard
Designation: F1732 – 96 (Reapproved 2005)
Standard Specification for
Poly(Vinyl Chloride) (PVC) Sewer and Drain Pipe Containing
Recycled PVC Material
This standard is issued under the fixed designation F1732; 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 moplastic Pipe and Fittings
D2152 Test Method for Adequacy of Fusion of Extruded
1.1 This specification covers pipe made from PVC com-
Poly(Vinyl Chloride) (PVC) Pipe and Molded Fittings by
pound that includes recycled PVC material. This specification
Acetone Immersion
covers requirements and test methods for materials, dimen-
D2321 Practice for Underground Installation of Thermo-
sions,workmanship,chemicalresistance,andjointtightnessof
plastic Pipe for Sewers and Other Gravity-Flow Applica-
poly(vinyl chloride) (PVC) sewer and drain pipe. Four-inch
tions
perforated pipe is also covered; the joint tightness test is not
D2412 Test Method for Determination of External Loading
applicable for this product. A form of marking to indicate
Characteristics of Plastic Pipe by Parallel-Plate Loading
compliance with this specification is also included.
D2444 Test Method for Determination of the Impact Resis-
1.2 The values stated in inch-pound units are to be regarded
tance of Thermoplastic Pipe and Fittings by Means of a
as the standard. The values given in parentheses are for
Tup (Falling Weight)
information only.
D2564 Specification for Solvent Cements for Poly(Vinyl
1.3 The text of this standard references notes and footnotes
Chloride) (PVC) Plastic Piping Systems
which provide explanatory material. These notes, footnotes,
D2729 SpecificationforPoly(VinylChloride)(PVC)Sewer
andtheAppendices(excludingthoseintablesandfigures)shall
Pipe and Fittings
not be considered as requirements of this standard.
D3034 Specification for Type PSM Poly(Vinyl Chloride)
1.4 The following precautionary caveat pertains only to the
(PVC) Sewer Pipe and Fittings
test methods portion, Section 7, of this specification: This
F412 Terminology Relating to Plastic Piping Systems
standard does not purport to address all of the safety concerns,
2.2 Federal Standard:
if any, associated with its use. It is the responsibility of the user
Fed. Std. No. 123 Marking for Shipment (Civil Agencies)
of this standard to establish appropriate safety and health
2.3 Military Standard:
practices and determine the applicability of regulatory limita-
MIL-STD-129 Marking for Shipment and Storage
tions prior to use.
3. Terminology
2. Referenced Documents
2 3.1 Definitions—Definitions used are in accordance with
2.1 ASTM Standards:
Terminology F412, and abbreviations are in accordance with
D618 Practice for Conditioning Plastics for Testing
Terminology D1600, unless otherwise specified.The abbrevia-
D1600 Terminology for Abbreviated Terms Relating to
tion for poly(vinyl chloride) is PVC.
Plastics
3.2 Definitions of Terms Specific to This Standard:
D1784 Specification for Rigid Poly(Vinyl Chloride) (PVC)
3.2.1 external recycled material—clean rework material
Compounds and Chlorinated Poly(Vinyl Chloride)
generated by a manufacturer, processor, or fabricator in a
(CPVC) Compounds
facility outside the plant where this pipe (PS 1) is made.
D2122 Test Method for Determining Dimensions of Ther-
3.2.2 internal recycled material—clean rework material
generated from the manufacturer’s own pipe or fitting produc-
This specification is under the jurisdiction ofASTM Committee F17 on Plastic
tion.
Piping Systems and is the direct responsibility of Subcommittee F17.62 on Sewer.
3.2.3 post-consumer recycled material—thoseplasticscom-
Current edition approved Mar. 1, 2005. Published March 2005. Originally
posedofpost-consumermaterialorrecoveredmaterialonly,or
approved as PS1 in 1994. Last previous edition approved in 1996 as F1732–94.
DOI: 10.1520/F1732-96R05. both, that may or may not have been subjected to additional
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
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.
F1732 – 96 (2005)
TABLE 1 Impact Strength Requirements for PVC Sewer and
processing steps of the types used to make products such as
Drain Pipe at 23°C (73°F)
recycled-regrind, or reprocessed or reconstituted plastics.
Drop Height
These materials must be clean and graded as to material cell
Nominal Pipe
Size, in.
ft (20-lb Tup A) (mm) (10-kg Tup A)
class.
3.2.4 recycled materials—generaltermthatencompassesall
2 1.75 (485)
3 2.00 (555)
three subgroups—external recycled material, internal recycled
4 2.25 (625)
material, and post-consumer recycled material.
5 3.00 (830)
6 3.50 (970)
NOTE 1—Thetermsin3.2.1and3.2.3comefromISOTC138SC1.Use
of recycled materials will reduce the amount of landfill space needed.
pipe,samplesaretobecutandtestedatrandomwithoutregard
4. Significance and Use
to hole location, except that the point of impact shall not
4.1 The requirements of this specification are intended to
coincide with a perforation.
provide pipe suitable for non-pressure drainage of sewage,
6.5 Dimensions:
surface water, and certain other liquid wastes in applications
6.5.1 Pipe dimensions shall comply with Table 2, Table 3,
outside the building limits where toughness, resistance to
and Table 4, as applicable, when measured in accordance with
deterioration from action of water and chemicals, dimensional
Test Method D2122.
stability,resistancetoagingand,exceptfortheperforatedpipe,
6.5.2 Pipe shall be supplied in 10 ft 6 ⁄4-in. laying lengths
where strong tight joints are required. The PVC plastic sewer
unless otherwise specified.
and drain pipe described in this specification are not intended
6.5.3 For belled pipe, the thickness of the belled section
for use as public or municipal collector sewers, or their
shall be considered satisfactory if the bell was formed from
extended branches, but they are intended for the following:
pipe meeting the requirements of Table 3.
4.1.1 Building sewers and underground drains,
6.6 Pipe Stiffness—The pipe stiffness at 5% deflection
4.1.2 Storm drainage,
(F/Dy) shall not be less than the values given in Table 5 when
4.1.3 House connections to septic tanks,
tested in accordance with Test Method D2412.
4.1.4 Leaching system piping for septic tank effluents,
4.1.5 Footing drains (foundation drains),
NOTE 3—The 5% deflection criterion, which was arbitrarily selected
4.1.6 Industrial waste disposal, for testing convenience, should not be considered as a limitation with
respect to in-use deflection. The engineer is responsible for establishing
4.1.7 Land drainage.
the acceptable limit.
NOTE 4—The strength and load-carrying capabilities of plastic drain
5. Materials
and sewer pipe are measured and reported as Pipe Stiffness which is
5.1 General—The pipe shall be made from a PVC com-
determined in accordance with Test Method D2412. The term “crush
pound having a minimum tensile strength of 4000 psi (27.6
strength” is not applicable to plastic pipe because (a) the values obtained
MPa)andaminimumcellclassof12154-Cinaccordancewith can be significantly different, depending on the bedding, loading, or
testing technique used; and (b) the term derives from rigid pipe and refers
Specification D1784. This PVC compound shall contain a
to its ultimate strength at rupture.
minimum of 5% of recycled PVC material. Compounds that
havedifferentcellclassificationbecauseoneormoreproperties
6.7 Solvent Cement—The cement shall comply with Speci-
are superior to those of the specified compounds are also
fication D2564.
acceptable, as long as the pipe meets all the requirements of
6.8 Joint Tightness—Joints made with pipe and fittings or
this specification.
with belled-end pipe shall show no signs of leakage when
tested in accordance with 7.5.
6. Requirements
6.9 Perforations—Unless otherwise specified, the perfo-
6.1 Workmanship—The pipe and fittings shall be homoge-
rated pipe shall have two rows of holes 13 mm ( ⁄2 in.) in
neous throughout and free from visible cracks, holes, foreign diameter on 125-mm (5-in.) centers, with allowable tolerances
inclusions, or other injurious defects. The pipe shall be as
of 61mm( ⁄16 in.) on the diameter and+6,−0 mm
uniform as commercially practical in color, opacity, density,
and other physical properties. TABLE 2 Diameters and Tolerances for PVC Sewer and Drain
Pipe
6.2 Flattening—There sha
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