ASTM F1732-96
(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
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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An American National Standard
Designation: F 1732 – 96
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 (e) indicates an editorial change since the last revision or reapproval.
1. Scope Poly(Vinyl Chloride) (PVC) Pipe and Molded Fittings by
Acetone Immersion
1.1 This specification covers pipe made from PVC com-
D2321 Practice for Underground Installation of Flexible
pound that includes recycled PVC material. This specification
Thermoplastic Sewer Pipe
covers requirements and test methods for materials, dimen-
D2412 TestMethodforDeterminationofExternalLoading
sions,workmanship,chemicalresistance,andjointtightnessof
Characteristics of Plastic Pipe by Parallel-Plate Loading
poly(vinyl chloride) (PVC) sewer and drain pipe. Four-inch
D2444 Test Method for Impact Resistance of Thermo-
perforated pipe is also covered; the joint tightness test is not
plastic Pipe and Fitting by Means of a Tup (Falling
applicable for this product. A form of marking to indicate
Weight)
compliance with this specification is also included.
D2564 Specification for Solvent Cements for Poly(Vinyl
1.2 The values stated in inch-pound units are to be regarded
Chloride) (PVC) Plastic Piping Systems
as the standard. The values given in parentheses are for
D 2729 Specification for Poly(Vinyl Chloride) (PVC)
information only.
Sewer Pipe and Fittings
1.3 The text of this standard references notes and footnotes
D3034 Specification for Type PSM Poly(Vinyl Chloride)
which provide explanatory material. These notes, footnotes,
(PVC) Sewer Pipe and Fittings
andtheAppendices(excludingthoseintablesandfigures)shall
F412 Terminology Relating to Plastic Piping Systems
not be considered as requirements of this standard.
2.2 Federal Standard:
1.4 The following precautionary caveat pertains only to the
Fed. Std. No. 123 Marking for Shipment (Civil Agencies)
test methods portion, Section 7, of this specification: This
2.3 Military Standard:
standard does not purport to address all of the safety concerns,
MIL-STD-129 Marking for Shipment and Storage
if any, associated with its use. It is the responsibility of the user
of this standard to establish appropriate safety and health
3. Terminology
practices and determine the applicability of regulatory limita-
3.1 Definitions—Definitions used are in accordance with
tions prior to use.
Terminology F412, and abbreviations are in accordance with
2. Referenced Documents Terminology D1600, unless otherwise specified. The abbre-
viation for poly(vinyl chloride) is PVC.
2.1 ASTM Standards:
3.2 Definitions of Terms Specific to This Standard:
D618 Practice for Conditioning Plastics and Electrical
2 3.2.1 external recycled material—clean rework material
Insulating Materials for Testing
generated by a manufacturer, processor, or fabricator in a
D1600 Terminology for Abbreviated Terms Relating to
2 facility outside the plant where this pipe (PS 1) is made.
Plastics
3.2.2 internal recycled material—clean rework material
D1784 Specification for Rigid Poly(Vinyl Chloride) (PVC)
generated from the manufacturer’s own pipe or fitting produc-
Compounds and Chlorinated Poly(Vinyl Chloride)
tion.
(CPVC) Compounds
3.2.3 post-consumer recycled material—thoseplasticscom-
D2122 Test Method for Determining Dimensions of Ther-
posedofpost-consumermaterialorrecoveredmaterialonly,or
moplastic Pipe and Fittings
both, that may or may not have been subjected to additional
D2152 Test Method for Degree of Fusion of Extruded
processing steps of the types used to make products such as
recycled-regrind, or reprocessed or reconstituted plastics.
These materials must be clean and graded as to material cell
ThisspecificationisunderthejurisdictionofASTMCommitteeF-17onPlastic
class.
Piping Systems and is the direct responsibility of Subcommittee F17.62 on Sewer.
Current edition approved Sept. 10, 1996. Published August 1997. Originally
published as PS1–94. Last previous edition PS1–94.
2 4
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F1732–96
TABLE 1 Impact Strength Requirements for PVC Sewer and
3.2.4 recycled materials—generaltermthatencompassesall
Drain Pipe at 23°C (73°F)
three subgroups—external recycled material, internal recycled
Drop Height
material, and post-consumer recycled material.
Nominal Pipe
Size, in.
ft (20-lb Tup A) (mm) (10-kg Tup A)
NOTE 1—Thetermsin3.2.1and3.2.3comefromISOTC138SC1.Use
2 1.75 (485)
of recycled materials will reduce the amount of landfill space needed.
3 2.00 (555)
4 2.25 (625)
4. Significance and Use
5 3.00 (830)
6 3.50 (970)
4.1 The requirements of this specification are intended to
provide pipe suitable for non-pressure drainage of sewage,
surface water, and certain other liquid wastes in applications
outside the building limits where toughness, resistance to
6.5.1 Pipe dimensions shall comply with Table 2, Table 3,
deterioration from action of water and chemicals, dimensional
and Table 4, as applicable, when measured in accordance with
stability,resistancetoagingand,exceptfortheperforatedpipe,
Test Method D2122.
where strong tight joints are required. The PVC plastic sewer
6.5.2 Pipe shall be supplied in 10 ft 6 ⁄4-in. laying lengths
and drain pipe described in this specification are not intended
unless otherwise specified.
for use as public or municipal collector sewers, or their
6.5.3 For belled pipe, the thickness of the belled section
extended branches, but they are intended for the following:
shall be considered satisfactory if the bell was formed from
4.1.1 Building sewers and underground drains,
pipe meeting the requirements of Table 3.
4.1.2 Storm drainage,
6.6 Pipe Stiffness—The pipe stiffness at 5% deflection
4.1.3 House connections to septic tanks,
(F/Dy) shall not be less than the values given in Table 5 when
4.1.4 Leaching system piping for septic tank effluents,
tested in accordance with Test Method D2412.
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
4.1.7 Land drainage.
respect to in-use deflection. The engineer is responsible for establishing
the acceptable limit.
5. Materials
NOTE 4—The strength and load-carrying capabilities of plastic drain
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
Specification D1784. This PVC compound shall contain a
testing technique used; and (b) the term derives from rigid pipe and refers
minimum of 5% of recycled PVC material. Compounds that
to its ultimate strength at rupture.
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- 1
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 1 1
of 61mm( ⁄16 in.) on the diameter and+6,−0 mm (+ ⁄4
uniform as commercially practical in color, opacity, density,
,−0 in.) on the spacing, and the rows shall be parallel to the
and other physical properties.
axis of the pipe and 120 65° apart when measured in
6.2 Flattening—There shall be no evidence of splitting,
accordance with 7.5.
cracking, or breaking when the pipe is tested in accordance
with 7.4.
6.3 Extrusion Quality—The pipe shall not flake
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