ASTM F2307-03

Standard Specification for Series 10 Poly(Vinyl Chloride) (PVC) Closed Profile Gravity Pipe and Fittings Based on Controlled Inside Diameter (Withdrawn 2011)

ABSTRACT
This specification covers requirements for pipe stiffness poly(vinyl chloride) (PVC) closed profile sewer pipe and fittings with integral bell and elastomeric seal joints or plain end pipe with couplings in sizes based on a controlled inside diameter. The requirements of this specification are intended to provide pipe and fittings suitable for nonpressure drainage of sewage and surface water. The following tests shall be performed: referee testing; quality control testing; dimensions; flattening; impact resistance; pipe stiffness; acetone immersion; and air test.
SCOPE
1.1 This specification covers requirements for 10 psi pipe stiffness poly(vinyl chloride) (PVC) closed profile sewer pipe and fittings with integral bell and elastomeric seal joints or plain end pipe with couplings in sizes (18 to 60 in.) based on a controlled inside diameter.
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 following safety hazard caveat pertains only to the test methods 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.
Note 1—Pipe and fittings produced to this specification should be installed in accordance with Practice D 2321.
WITHDRAWN RATIONALE
Rationale
This specification covers requirements for 10 psi pipe stiffness poly(vinyl chloride) (PVC) closed profile sewer pipe and fittings with integral bell and elastomeric seal joints or plain end pipe with couplings in sizes (18 to 60 in.) based on a controlled inside diameter.
Formerly under the jurisdiction of Committee F17 on Plastic Piping Systems, this specification was withdrawn in August 2011 because the committee is not aware of any producers or distributors of the product described by the standard.

General Information

• Status: Withdrawn
• Publication Date: 09-Aug-2003
• Withdrawal Date: 02-Aug-2011
• ICS: 23.040.20 - Plastics pipes
• Technical Committee: F17 - Plastic Piping Systems
• Drafting Committee: F17.62 - Sewer

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: F2307 – 03
Standard Specification for
Series 10 Poly(Vinyl Chloride) (PVC) Closed Profile Gravity
Pipe and Fittings Based on Controlled Inside Diameter
This standard is issued under the fixed designation F2307; 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 D2412 Test Method for Determination of External Loading
Characteristics of Plastic Pipe by Parallel-Plate Loading
1.1 This specification covers requirements for 10 psi pipe
D2444 Test Method for Determination of the Impact Resis-
stiffness poly(vinyl chloride) (PVC) closed profile sewer pipe
tance of Thermoplastic Pipe and Fittings by Means of a
and fittings with integral bell and elastomeric seal joints or
Tup (Falling Weight)
plain end pipe with couplings in sizes (18 to 60 in.) based on
D2855 Practice for Making Solvent-Cemented Joints with
a controlled inside diameter.
Poly(Vinyl Chloride) (PVC) Pipe and Fittings
1.2 The values stated in inch-pound units are to be regarded
D3212 Specification for Joints for Drain and Sewer Plastic
as the standard. The values given in parentheses are for
Pipes Using Flexible Elastomeric Seals
information only.
F402 Practice for Safe Handling of Solvent Cements, Prim-
1.3 The following safety hazard caveat pertains only to the
ers, and Cleaners Used for Joining Thermoplastic Pipe and
test methods portion, Section 8, of this specification: This
Fittings
standard does not purport to address all of the safety concerns,
F412 Terminology Relating to Plastic Piping Systems
if any, associated with its use. It is the responsibility of the user
F477 SpecificationforElastomericSeals(Gaskets)forJoin-
of this standard to establish appropriate safety and health
ing Plastic Pipe
practices and determine the applicability of regulatory limita-
F679 Specification for Poly(Vinyl Chloride) (PVC) Large-
tions prior to use.
Diameter Plastic Gravity Sewer Pipe and Fittings
NOTE 1—Pipe and fittings produced to this specification should be
2.2 Federal Standard:
installed in accordance with Practice D2321.
Fed. Std. No. 123 Marking for Shipment (Civil Agencies)
2.3 Military Standard:
2. Referenced Documents
MIL-STD-129 Marking for Shipment and Storage
2.1 ASTM Standards:
D618 Practice for Conditioning Plastics for Testing
3. Terminology
D1600 Terminology for Abbreviated Terms Relating to
3.1 Definitions—Definitions are in accordance with Termi-
Plastics
nology F412, and abbreviations are in accordance with Termi-
D1784 Specification for Rigid Poly(Vinyl Chloride) (PVC)
nologyD1600,unlessotherwisespecified.Theabbreviationfor
Compounds and Chlorinated Poly(Vinyl Chloride)
poly(vinyl chloride) is PVC.
(CPVC) Compounds
3.2 Definitions of Terms Specific to This Standard:
D2122 Test Method for Determining Dimensions of Ther-
3.2.1 closed profile (CP) gravity sewer pipe, n—a pipe
moplastic Pipe and Fittings
product consisting of an essentially smooth waterway braced
D2152 Test Method for Adequacy of Fusion of Extruded
circumferentially or spirally with projections or ribs that are
Poly(Vinyl Chloride) (PVC) Pipe and Molded Fittings by
joined by an essentially smooth outer wall (see Fig. 1).
Acetone Immersion
D2321 Practice for Underground Installation of Thermo-
4. Significance and Use
plastic Pipe for Sewers and Other Gravity-Flow Applica-
4.1 The requirements of this specification are intended to
tions
provide pipe and fittings suitable for nonpressure drainage of
sewage and surface water.
This specification is under the jurisdiction ofASTM Committee F17 on Plastic
NOTE 2—Industrial waste disposal lines should be installed only with
Piping Systems and is the direct responsibility of Subcommittee F17.62 on Sewer.
the specific approval of the governing code authority since chemicals not
Current edition approved Aug. 10, 2003. Published September 2003. DOI:
commonly found in drains and sewers and temperatures in excess of
10.1520/F2307-03.
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.
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F2307 – 03
6.3 The joint shall be designed to avoid displacement of the
gasket when assembled in accordance with the manufacturer’s
recommendation.
6.4 The assembly of joints shall be in accordance with the
manufacturer’s recommendations.
FIG. 1 Typical Closed Profile (CP) (A) Waterway minimum wall
(B) Average inside diameter 7. Requirements
7.1 Workmanship— The pipe and fittings shall be essen-
140°F may be encountered.
tially uniform in color, opacity, density, and other properties.
The inside and outside surfaces shall be semimatte or glossy in
5. Material
appearance and free of chalking, sticky, or tacky material. The
5.1 Basic Materials—Thepipeandfittingsshallbemadeof
surfaces shall be free of excess bloom; that is, slight bloom is
PVCplastichavingaminimumcellclassificationof12454Cor
acceptable. The pipe walls shall be free of cracks, holes,
12364C as defined in Specification D1784. Homopolymer
blisters, voids, foreign inclusions, or other defects that are
PVC compounds must meet or exceed the requirements of the
visible to the naked eye and that may affect the wall integrity.
above listed minimum cell classification number.
Bloom or chalking may develop in pipe exposed to direct rays
5.2 Rework Material— Clean rework material generated
of the sun (ultraviolet radiant energy) for extended periods and
from the manufacturer’s own pipe or fittings production may
consequently these requirements do not apply to pipe after
be used by the same manufacturer provided pipe or fittings
extended exposure to direct rays of the sun.
produced meet all the requirements of this specification.
7.2 Pipe Fitting Dimensions:
5.3 Gaskets—Elastomeric gaskets shall comply with the
7.2.1 Diameter—The inside diameter of the pipe shall meet
requirements described in Specification F477.
the requirements given in Table 1 when measured in accor-
5.4 Lubricant—The lubricant used for assembly shall be
dance with 8.4.1.
suitable for use with PVC pipe and elastomeric seals for this
7.2.2 Wall Thickness— The minimum wall thickness of the
application and have no detrimental effect on the gasket or on
waterway of pipe and fittings fabricated from pipe sections
the pipe.
shall meet the requirements given inTable 1 when measured in
accordance with 8.4.2. The wall thickness of fittings fabricated
6. Joining Systems
from pipes meeting the requirements of Specification F679 are
6.1 Gasketed Joint— The integral bell gasketed joint, cou-
also satisfactory.
pling, or fitting joints shall be designed so that when as-
7.2.3 Bell Wall Thickness—In the case of belled pipe and
sembled, the gasket (which is attached to either the bell or the
fittings fabricated from pipe sections, the thickness of the wall
spigot) will be compressed radially on the pipe spigot or in the
in the bell shall be considered satisfactory if it was formed
bell to form a water-tight seal. The joints shall be designed to
from pipe meeting the previous requirements. For reducing
comply with and show no sign of leakage when tested in
fittings or those with smaller inlets, the minimum wall thick-
accordance with 7.7 when assembled with pipe for which they
ness for each inlet shall be no less than the minimum wall
are intended.
thickness for that size pipe.
6.2 Couplings shall form a water-tight seal when assembled
7.2.4 Fittings:
with plain end pipe and show no sign of leakage when tested
7.2.4.1 Molded Fittings— Molded fittings conforming to
in accordance with 7.7 when assembled with pipe for which
the requirements of Specification F679 may also be used with
they are intended.
profile gravity sewer pipe provided an adapter (when required)
is used to make the connection. The minimum wall thickness
NOTE 3—The outside diameters of products manufactured to this
of the molded fittings and adapter shall coincide with the
specification are not specified and therefore joint compatibility should be
reviewed. values listed in Table 1 of Specification F679. The thickness in
TABLE 1 Pipe Dimensions and Stiffness
Nominal Minimum Inside Tolerance on Minimum Pipe Waterway Minimum
A
Pipe Size Diameter, Inside Diameter, Stiffness Series 10, Wall Series 10,
in. in. (mm) in. (mm) lbf/in. (kPa) in. (mm)
18 17.595 (446.91) +0.110 (+2.79) 10 (70) 0.070 (1.78)
21 20.690 (525.53) +0.120 (+3.05) 10 (70) 0.070 (1.78)
24 23.430 (595.12) +0.140 (+3.56) 10 (70) 0.070 (1.78)
27 26.420 (671.01) +0.160 (+4.06) 10 (70) 0.070 (1.78)
30 29.410 (747.01) +0.180 (+4.57) 10 (70) 0.085 (2.16)
33 32.405 (823.09) +0.190 (+4.83) 10 (70) 0.095 (2.41)
36 35.395 (899.03) +0.210 (+5.33) 10 (70) 0.105 (2.67)
39 38.385 (974.98) +0.230 (+5.84) 10 (70) 0.120 (3.05)
42 41.375 (1050.93) +0.250 (+6.35) 10 (70) 0.130 (3.30)
45 44.370 (1127.00) +0.260 (+6.60) 10 (70) 0.145 (3.68)
48 47.360 (1202.94) +0.280 (+7.11) 10 (70) 0.160 (4.06)
54 53.350 (1355.09) +0.300 (+7.62) 10 (70) 0.175 (4.45)
60 59.340 (1507.24) +0.320 (+8.128) 10 (70) 0.190 (4.83)
A
In-plant quality control manufacturing. Base inside diameter calculations should include out-of-roundness as a result of shipping and handling.
F2307 – 03
the wall of the adapter bell shall be considered satisfactory if
formed from pipe meeting the previous requirements.
7.2.4.2 Fabricated Fittings—Fabricated fittings shall be
made from the pipe meeting the requirements of this specifi-
cation, or Specification F679. Fabricated fittings with solvent
cement components shall be made in accordance with Practice
D2855 and taking cognizance of Practice F402. Unreinforced
solvent cement mitred joints shall not be used. Fabricated
joints shall be adequately lapped or fusion butt welded and,
when needed, additionally reinforced.
FIG. 2 Shear Deflection Test
NOTE 4—Afabricated fittings standard is currently being developed by
ASTM Subcommittee F17.10.
7.3 Pipe Flattening— There shall be no evidence of split-
8.1.2 Quality Control Testing—Condition specimens for a
ting, cracking, breaking, or separation of ribs or seams, when
minimumof4hinairor1hinwaterat73.463°F(23 62°C).
pipe is tested in accordance with 8.5.
Test the specimens at 73.4 6 3°F without regard to relative
7.4 Pipe Impact Strength—The impact strength shall not be
humidity.
less than the values shown in Table 2 when tested in accor-
8.2 Test Conditions— Conduct tests in the standard labora-
dance with 8.6.
tory atmosphere of 73.4 6 3.6°F (23 6 2°C) and 50 6 5%
relative humidity, unless otherwise specified in the test meth-
NOTE 5—This requirement is intended only for use as a quality control
ods or in this specification. In cases of disagreement, the
test, not a simulated service test.
tolerances shall be 61.8°F (61°C) and 62 % relative humid-
7.5 Pipe Stiffness— Pipe stiffness values for the pipe shall
ity.
comply with Table 1 when tested in accordance with 8.7.
8.3 Sampling—The selection of the samples of pipe shall be
7.6 Gaskets—Gaskets shall meet the low head application
as agreed upon between the purchaser and the seller. In case of
requirements of Specification F477 and be molded into a
no prior agreement, any sample selected by the testing labora-
circular form or extruded to the proper section and then spliced
tory shall be deemed adequate.
into circular form.
8.4 Dimensions:
7.7 Joint Tightness— All joints shall show no signs of
8.4.1 Inside Diameter— Determine the average inside di-
leakage when tested in accordance with Specification D3212
ameter using an internal micrometer or telescoping gage
and Fig. 2.All surfaces of the joint upon which the gasket may
accurate to 60.001 in. (60.02 mm).Take sufficient readings, a
bear shall be smooth and free of imperfections, ridges, frac-
minimum of four, to ensure that the maximum and minimum
tures, or cracks that could adversely affect sealability.
have been determined. Calculate the average diameter as the
7.8 Acetone Immersion—The pipe shall meet the require-
arithmetic mean of the diameters measured. As an alternative
ments as defined in Test Method D2152 when tested in
method, an inside-diameter-type circumferential tape may be
accordance with 8.8.
used if proper care is taken to align it at right angles to the pipe
NOTE 6—This is intended only for use as a quality control test and not
axis. A tapered plug gage as described in Test Method D2122
for use as a simulated service test.
may also be used.
7.9 Air Test—When pipe is made in such a manner that a
8.4.2 Wall Thickness— Measure the wall thickness of the
seam or exposed channel is present, each length shall pass a thinnest cross section of the waterway in the gaps between ribs
3.5-psi air test in accordance with 8.9.
in accordance with Test Method D2122. Make sufficient
7.10 Exposed Channels— Cut exposed channels of closed readings, a minimum of eight, to ensure that the minimum
profile pipe shall be sealed with a material to provide an thickness is determined. (See Table 1).
adequate seal to prevent infiltration and exfiltration and be 8.5 Flattening—Flatten three specimens of pipe between
resistant to sewer and drainage environments. parallel plates in a suitable press until the pipe inside diameter
is reduced by 60 % of its original dimension. The rate of
8. Test Methods
loading shall be uniform and such that the compression is
8.1 Conditioning: completed within 2 to 5 min. The specimen shall pass if no
splitting, cracking, breaking, or separation of seams is ob-
8.1.1 Referee Testing— When conditioning is required for
referee tests, condition the specimens in accordance with served under normal light with the unaided eye. The specimen
shall be considered as failing this test if the load does not
ProcedureAof Practice D618 at 73.4 6 3.6°F (23 6 2°C) and
50 6 5 % relative humidity for not less than 40 h prior to test. increase continuously (or smoothly) with increasing deflection
to the point of maximum load. The maximum load point shall
Conduct tests under the same conditions of temperature and
humidity, unless otherwise specified. not be less than 30 % deflection.
8.5.1 Test specimens shall be 12 in. (305 mm) long.
8.6 Impact Resistance—Determine the impact resistance of
TABLE 2 Minimum Impact Strength, 73°F (23°C)
the pipe in accord
...