Standard Specification for Poly(Vinyl Chloride) (PVC) Gasketed Sewer Fittings

SCOPE
1.1 This specification covers requirements and test methods for fabricated or molded poly(vinyl chloride) (PVC) gasketed sewer fittings to be used with piping manufactured to Specifications D3034, F679, F789, or F891. Fabricated fittings may be manufactured from pipe, or from a combination of pipe and injection molded parts, or from injection molded parts.
1.2 The requirements of this specification are to provide fabricated or molded PVC gasketed fittings suitable for non-pressure drainage of sewage and surface water, as well as applications involving subsurface drainage.
Note 1--Industrial waste lines should be installed only with the specific approval of the governing code authority when using chemicals not commonly found in drains and sewers or temperatures in excess of 140oF (60oC), or both.
1.3 Fittings produced to this specification are intended to be installed with pipe, in accordance with Practice D2321.
1.4 The values stated in inch-pound units are to be regarded as the standard. Within the text, the SI units are given in parentheses.
1.5 The following precautionary caveat pertains to the test method portion only, Section 10, 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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09-May-2001
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Drafting Committee
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ASTM F1336-00 - Standard Specification for Poly(Vinyl Chloride) (PVC) Gasketed Sewer Fittings
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NOTICE: This standard has either been superseded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
Designation: F 1336 – 00 An American National Standard
Standard Specification for
Poly(Vinyl Chloride) (PVC) Gasketed Sewer Fittings
This standard is issued under the fixed designation F 1336; 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 (e) indicates an editorial change since the last revision or reapproval.
1. Scope D 2321 Practice for Underground Installation of Thermo-
plastic Pipe for Sewers and Other Gravity–Flow Applica-
1.1 This specification covers requirements and test methods
tions
for fabricated or molded poly(vinyl chloride) (PVC) gasketed
D 2412 Test Method for Determination of External Loading
sewer fittings to be used with piping manufactured to Specifi-
Characteristics of Plastic Pipe by Parallel-Plate Loading
cations D 3034, F 679, F 789, or F 891. Fabricated fittings may
D 2444 Test Method for Impact Resistance of Thermoplas-
be manufactured from pipe, or from a combination of pipe and
tic Pipe and Fittings by Means of a Tup (Falling Weight)
injection molded parts, or from injection molded parts.
D 2564 Specification for Solvent Cements for Poly(Vinyl
1.2 The requirements of this specification are to provide
Chloride) (PVC) Plastic Piping Systems
fabricated or molded PVC gasketed fittings suitable for non-
D 2749 Symbols for Dimensions of Plastic Pipe Fittings
pressure drainage of sewage and surface water, as well as
D 3034 Specification for Type PSM Poly(Vinyl Chloride)
applications involving subsurface drainage.
(PVC) Sewer Pipe and Fittings
NOTE 1—Industrial waste lines should be installed only with the
D 3212 Specification for Joints for Drain and Sewer Plastic
specific approval of the governing code authority when using chemicals
Pipes Using Flexible Elastomeric Seals
not commonly found in drains and sewers or temperatures in excess of
D 4396 Specification for Rigid Poly(Vinyl Chloride) (PVC)
140°F (60°C), or both.
and Related Plastic Compounds for Non-Pressure Piping
1.3 Fittings produced to this specification are intended to be
Products
installed with pipe, in accordance with Practice D 2321.
F 402 Practice for Safe Handling of Solvent Cements and
1.4 The values stated in inch-pound units are to be regarded
Primers Used for Joining Thermoplastic Pipe and Fittings
as the standard. Within the text, the SI units are given in
F 412 Terminology Relating to Plastic Piping Systems
parentheses.
F 477 Specification for Elastomeric Seals (Gaskets) for
1.5 The following precautionary caveat pertains to the test 3
Joining Plastic Pipe
method portion only, Section 10, of this specification. This
F 610 Practice for Estimating the Quality of Molded Poly-
standard does not purport to address all of the safety concerns,
(Vinyl Chloride) (PVC) Plastic Pipe Fittings by the Heat
if any, associated with its use. It is the responsibility of the user
Reversion Technique
of this standard to establish appropriate safety and health
F 656 Specification for Primers for Use in Solvent Cement
practices and determine the applicability of regulatory limita-
Joints of Poly(Vinyl Chloride) (PVC) Plastic Pipe and
tions prior to use. 3
Fittings
F 679 Specification for Poly(Vinyl Chloride) (PVC) Large-
2. Referenced Documents
Diameter Plastic Gravity Sewer Pipe and Fittings
2.1 ASTM Standards:
F 789 Specification for Type PS-46 Poly(Vinyl Chloride)
D 618 Practice for Conditioning Plastics and Electrical
(PVC) Plastic Gravity Flow Sewer Pipe and Fittings
Insulating Materials for Testing
F 891 Specification for Coextruded Poly(Vinyl Chloride)
D 1600 Terminology for Abbreviated Terms Relating to
(PVC) Plastic Pipe with Cellular Core
Plastics
F 913 Specification for Thermoplastic Elastomeric Seals
D 1784 Specification for Rigid Poly(Vinyl Chloride) (PVC)
(Gaskets) for Joining Plastic Pipe
Compounds and Chlorinated Poly(Vinyl Chloride)
2.2 Federal Standard:
(CPVC) Compounds
Fed. Std. No. 123 Marking for Shipment (Civil Agencies)
D 2122 Test Method for Determining Dimensions of Ther-
2.3 Military Standard:
moplastic Pipe and Fittings
MIL-STD-129 Marking for Shipment and Storage
3. Terminology
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.
3.1 Definitions are in accordance with Terminology F 412
Current edition approved August 10, 2000. Published November 2000. Origi-
nally published as F 1336 – 91. Last previous edition F 1336 – 99.
2 4
Annual Book of ASTM Standards, Vol 08.01. Available from Standardization Documents Order Desk, Bldg. 4 Section D, 700
Annual Book of ASTM Standards, Vol 08.04. Robbins Ave., Philadelphia, PA 19111-5094, Attn: NPODS.
Copyright © ASTM, 100 Barr Harbor Drive, West Conshohocken, PA 19428-2959, United States.
F 1336
unless otherwise specified. 5.2.1 Bells—The dimensions shall be in accordance with
3.1.1 Abbreviations are in accordance with Terminology the manufacturer’s standard design dimensions and tolerances.
D 1600, unless otherwise indicated. The abbreviation for 5.2.2 Gaskets—The elastomeric seal (gasket) shall comply
poly(vinyl chloride) plastic is PVC. The abbreviation for with the requirements of Specifications F 477 or F 913 at the
plastic sewer main is PSM. time the fittings are manufactured.
5.3 Lubricant—The lubricant used for field assembly shall
4. Materials and Manufacture
be the type recommended by the manufacturer of the gasketed
4.1 Basic Materials—The pipe components for fabricated
joint.
fittings shall be made from virgin or rework PVC compound. 5.4 Fabrication Joint Material—The fabrication joint ma-
The cell classifications are indicated under the material section
terial or reinforcing overlays shall be of that type, strength, and
of the pipe standards referenced in 1.1. Molded components or properties suitable for the intended fabrication. It is the
fittings shall be made from virgin or rework PVC compound
decision of the manufacturer as to what material will be used.
having a cell classification of 11432 or 12321 as prescribed in The PVC primer shall meet the requirements of Specification
Specification D 4396 or 12454 or 13343 as prescribed in
F 656. The PVC solvent cement shall meet the requirements of
Specification D 1784. Virgin or rework compounds that have Specification D 2564.
different cell classifications because one or more properties
5.5 Over-Wrapped Fittings—Fabricated fittings that have a
exceed the minimum requirements of those specified com- reinforcing overlay of fiberglass and thermosetting resin shall
pounds are also acceptable.
meet all of the requirements of this specification except for 4.1
4.2 Rework Material—Clean rework material generated and 4.2.
from the manufacturer’s own pipe, molded components, or 5.6 Pipe Performance—When pipe is used to fabricate a
fittings production may be used by the same manufacturer
fitting, the pipe shall meet the requirements of the relevant
providing the rework material meets the requirements of 4.1 ASTM standards.
and that the pipe, molded components, or fittings produced
5.7 Waterway—Fabricated fittings shall be constructed so
meet all the requirements of this specification. that pipe ends do not project into the waterway of the fitting
body.
5. Miscellaneous Requirements
6. Dimensions and Permissible Variations
5.1 Gasketed Joining System:
5.1.1 The assembled joint shall display no leakage when 6.1 Diameter—The average outside diameter of molded
tested in accordance with the requirements of Specification fitting spigots or of spigot pipe components for fabricated
D 3212. fittings shall meet the requirements given in Table 1 when
5.1.2 The joint assembly shall be in accordance with the measured in accordance with 10.1.1.
fitting manufacturer’s recommendations. The end of the pipe or 6.2 Wall Thickness:
fitting spigot shall not damage or dislodge the gasket during 6.2.1 Fabricated Fittings—Pipe wall thickness shall meet
insertion. Lubricant is required on the spigot and sometimes the requirements of the applicable specifications mentioned in
additionally on the gasket. All surfaces of the joint that make the scope of this specification when measured in accordance
contact with the gasket shall be smooth and free of imperfec- with Test Method D 2122 and 10.1.2, and shall have a mini-
tions, ridges, fractures, or cracks that could adversely affect the mum pipe stiffness of 46 psi. In the case of fittings fabricated
seal. from pipe sections, the thickness of the wall in the bell and the
5.1.3 The dimensions of the elastomeric gasket seal joints branch area shall be considered satisfactory if it was formed
shall accommodate pipes and fitting spigots having the average from pipe meeting those requirements.
outside diameters and tolerances detailed in Table 1.
6.2.2 Molded Fittings or Components— The wall thickness
5.2 Elastomeric Seal Components: of the waterway and socket or bell of molded fittings or
TABLE 1 Dimensions and Tolerances
Minimum Wall Thickness for Molded Fittings/
A
Outside Diameter Parts
Nominal
Average Tolerance SDR35 SDR26 DR23.5
Size in.
(mm) in. mm in. 6 mm 6 in. mm in. mm in. mm
4 (100) 4.215 107.06 60.009 60.23 0.120 3.05 0.162 4.11 0.178 4.52
5 (125) 5.640 143.26 60.010 60.25 0.161 4.09 0.217 5.51 0.265 6.73
6 (150) 6.275 159.39 60.011 60.28 0.180 0.241 6.12 4.57 - -
8 (200) 8.400 213.36 60.012 60.30 0.240 6.10 0.323 8.20 - -
10 (250) 10.500 266.70 60.015 60.38 0.300 7.62 0.404 10.26 - -
12 (300) 12.500 317.50 60.018 60.46 0.360 9.14 0.481 12.22 - -
15 (375) 15.300 388.62 60.023 60.58 0.437 11.10 0.588 14.94 - -
18 (450) 18.700 474.98 60.028 60.71 0.536 13.61 0.719 18.26 - -
21 (525) 22.047 559.99 60.033 60.84 0.632 16.05 0.848 21.54 - -
24 (600) 24.803 630.00 60.037 60.94 0.711 18.06 0.954 24.23 - -
27 (675) 27.953 710.01 60.042 61.07 0.801 20.35 1.075 27.31 - -
A
Special Conditions for Wall Thickness Deviations, Molded Fittings or Components—The wall thickness is a minimum value except that a 10 % variation resulting from
a core shift is allowable; however, the average of the two opposite wall thickness shall equal or exceed the value shown in the table.
F 1336
components shall be no less than the respective minimum
thickness indicated in Table 1. For reducing fittings or those
with smaller inlets, the minimum wall thickness of each inlet
shall be no less than the minimum wall thickness indicated in
Table 1 for that nominal pipe size. The thickness shall be
determined in accordance with Method D 2122 and 10.1.2
NOTE 2—Refer to Fig. 1, Fig. 2, and Appendix X1 for geometric
configurations as illustrations of some of the fittings being produced.
Consult the individual manufacturer for laying lengths.
6.3 Socket Length—The minimum distance from the center
of the gasket to the bottom of the socket and the maximum
distance from the center of the gasket to the outermost edge of
fitting socket (see Fig. 3) shall comply with the dimensions
given in Table 2 when measured in accordance with Test
Method D 2122 and 10.1.3.
6.4 Spigot Length—The minimum distance from the spigot
end to the area where spigot diameter changes due to a socket,
branch, or change in angle shall comply with the dimensions
given in Table 2 when measured in accordance with 10.1.4.
7. Mechanical Properties
7.1 Impact Strength—The impact strength of tees, wyes,
couplings, bends, increasers/reducers, and saddles shall be no
less than the values given in Table 3, when tested in accordance
with 10.2.
NOTE 3—This test in intended only for use as a quality control test; not
for use as a simulated service test.
7.2 Pipe Stop Load Support—Tee, tee-wye, or saddle tee
shall support the load indicated in Table 4, when tested in
accordance with 10.3.
NOTE 4—This test in intended only for use as a quality control test; not
for use as a simulated service test.
7.3 Internal Stress— Molded components or fittings shall be
tested in accordance with 10.4.
NOTE 1—The asterisk (*) in the examples indicates that the region
beyond the intersection of the branch and the main body is considered a
transition area and may vary based on individual manufacturers design.
NOTE 2— Dimensions are identified according to Symbols D 2749.
Consult the manufacturer for their actual values.
FIG. 2 Product Design Examples (continued)
7.4 Branch Bending— The wye or tee branch of a fabricated
fitting shall be subject to a load in accordance with 10.5.
NOTE 5—This is intended only for use as a quality control test; not for
use as a simulated service test.
8. Workmanship, Finish, and Appearance
8.1 The fittings shall be homogeneous throughout and free
from visible cracks, holes, foreign inclusions, or other injurious
defects. The fittings shall be as uniform as commercially
practical in color, opacity, density, and other physical proper-
FIG. 1 Product Design Examples ties.
F 1336
TABLE 4 Pipe Stop Support
Load
Branch Nominal Diameter,
in. (mm)
lb kg
4 (100) 1320 599
5 (125) 1770 803
6 (150) 1970 894
8 (200) 2630 1193
10 (250) 3290 1492
12 (300) 3920 1778
15 (375) 4800 2177
FIG. 3 Socket/Spigot Descriptions
18 (450) 5000 2268
21 (525) 5000 2268
A
TABLE 2 Socket and Spigot Dimensions
24 (600) 5000 2268
27 (675) 5000 2268
Nominal Socket Spigot
Size,
Depth, “C” min, Projection, “P” Length, “cm” min,
in. (mm)
in. (mm) max, in. (mm)
10. Test Methods
in. (mm)
10.1 Dimensions and Tolerances:
4 (100) 1.50 (38.1) 1.00 (25.4) 2.25 (57.1)
5 (125) 1.97 (50) 1.50 (38.1) 3.00 (76.2) 10.1.1 Diameter—The average outside diameter of a pipe
6 (150) 2.15 (54.6) 2.00 (50.8) 3.50 (88.9)
or spigot component shall be measured in accordance with Test
8 (200) 2.50 (63.5) 2.50 (63.5) 4.10 (104.1)
Method D 2122. A measurement device accurate to 0.001 in.
10 (250) 2.92 (74.2) 3.00 (76.2) 5.00 (127)
(0.02 mm) shall be used.
12 (300) 3.10 (78.7) 3.50 (88.9) 6.00 (152.4)
15 (375) 3.20 (81.3) 4.00 (101.6) 7.50 (190.5)
10.1.2 Wall Thickness—Wall thickness shall be measured
18 (450) 4.10 (104.1) 4.50 (114.3) 8.60 (218.4)
in accordance with Test Method D 2122. A measurement
21 (525) 4.61 (117.1) 5.00 (127) 9.60 (244)
24 (600) 5.12 (130) 5.50 (139.7) 10.62 (269.7) device accurate to 0.001 in. (0.02 mm) shall be used.
27 (675) 5.63 (143) 6.00 (152.4) 11.60 (294.6)
10.1.3 Socket Length—Socket length shall be measured in
A
Refer to Fig. 3 as to location.
accordance with Test Method D 2122. A steel rule, with at least
0.031-in. or 1-mm graduations shall be used. Refer to Fig. 3 for
TABLE 3 Impact Strength
measuring locations.
10.1.4 Spigot Length—Spigot lengths shall be measured
Fitting Size, Impact Strength
us
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