ASTM F1866-98
(Specification)Standard Specification for Poly (Vinyl Chloride ) (PVC) Plastic Schedule 40 Drainage and DWV Fabricated Fittings
Standard Specification for Poly (Vinyl Chloride ) (PVC) Plastic Schedule 40 Drainage and DWV Fabricated Fittings
SCOPE
1.1 This specification covers requirements and test methods for fabricated poly (vinyl chloride) (PVC) plastic schedule 40 drainage and DWV fittings to be used with piping manufactured in accordance with specification D 2665, D 1785, or F 891. These fabricated fittings are manufactured from pipe, or from a combination of pipe and injection molded parts.
1.2 The requirements of this specification are to provide fabricated PVC fittings suitable for drainage and venting of sanitary waste systems, storm water systems, and certain other liquid wastes.
1.3 The text of this specification references notes, footnotes, and appendixes that 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 provided for information only.
1.5 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 1866 – 98
Standard Specification for
Poly (Vinyl Chloride) (PVC) Plastic Schedule 40 Drainage
and DWV Fabricated Fittings
This standard is issued under the fixed designation F 1866; 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 tic Pipe, Schedules 40, 80, and 120
D 2122 Test Method for Determining Dimensions of Ther-
1.1 This specification covers requirements and test methods
moplastic Pipe and Fittings
for fabricated poly(vinyl chloride) (PVC) plastic schedule 40
D 2564 Specifications for Solvent Cements for Poly (Vinyl
drainage and DWV fittings to be used with piping manufac-
Chloride) (PVC) Plastic Piping Systems
tured in accordance with Specification D 2665, D 1785, or
D 2665 Specification for Poly (Vinyl Chloride) (PVC) Plas-
F 891. These fabricated fittings are manufactured from pipe, or
tic Drain, Waste, and Vent Pipe and Fittings
from a combination of pipe and injection molded parts.
D 2855 Practice for Making Solvent-Cemented Joints with
1.2 The requirements of this specification are to provide
Poly(Vinyl Chloride) (PVC) Pipe and Fittings
fabricated PVC fittings suitable for drainage and venting of
F 412 Terminology Relating to Plastic Piping Systems
sanitary waste systems, storm water systems, and certain other
F 656 Specification for Primers for Use in Solvent Cement
liquid wastes.
Joints of Poly (Vinyl Chloride) (PVC) Pipe and Fittings
1.3 The text of this specification references notes, footnotes,
F 891 Specification for Coextruded Poly (Vinyl Chloride)
and appendixes that provide explanatory material. These notes
(PVC) Plastic Pipe with a Cellular Core
and footnotes (excluding those in tables and figures) shall not
be considered as requirements of the specification.
3. Terminology
1.4 The values stated in inch-pound units are to be regarded
3.1 Definitions: Definitions are in accordance with Termi-
as the standard. The values given in parentheses are provided
nology F 412, and abbreviations are in accordance with Ter-
for information only.
minology D 1600, unless otherwise specified.
1.5 The following safety hazards caveat pertains only to the
test method portion, Section 10, of this specification. This
4. Materials and Manufacture
standard does not purport to address all of the safety concerns,
4.1 Basic Materials—The molded components for fabri-
if any, associated with its use. It is the responsibility of the user
cated fittings shall be made of virgin or rework PVC com-
of this standard to establish appropriate safety and health
pounds meeting or exceeding the requirements of Class 12454
practices and determine the applicability of regulatory limita-
as defined in Specification D 1784.
tions prior to use.
4.2 The pipe shall be made of PVC that meets the require-
ments of the Materials Section of Specification D 1785 or
2. Referenced Documents
D 2665.
2.1 ASTM Standards:
D 618 Practice for Conditioning Plastics for Testing
5. General Requirements
D 1600 Terminology for Abbreviated Terms Relating to
2 5.1 Fabrication Joint Material—The fabrication joint ma-
Plastics
terial or reinforcing overlays shall be of the type, strength, and
D 1784 Specification for Rigid Poly (Vinyl Chloride)
properties suitable for intended fabrication. It is the decision of
(PVC) Compounds and Chlorinated Poly (Vinyl Chloride)
2 the manufacturer as to what material will be used. The PVC
(CPVC) Compounds
primer shall meet the requirements of Specification F 656. The
D 1785 Specification for Poly (Vinyl Chloride) (PVC) Plas-
PVC solvent cement shall meet the requirements of Specifica-
tion D 2564.
This standard is under the jurisdiction of Committee F-17 on Plastic Piping
Systems and is the direct responsibility of Subcommittee F17.63 on DWV.
Current edition approved April 10, 1998. Published September 1998.
2 3
Annual Book of ASTM Standards, Vol 08.01. Annual Book of ASTM Standards, Vol 08.04.
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F1866–98
5.2 Heat Fusion Welds—Fittings assembled using the heat 8. Workmanship, Finish, and Appearance
fusion welding process shall meet all of the requirements of
8.1 The fittings shall be homogeneous throughout, and free
this specification.
from visible cracks, holes, foreign inclusions, or other defects.
5.3 Pipe Performance—Pipe that is used to fabricate fittings
Scratches deeper than 10 % of the wall thickness shall be
shall meet all of the schedule 40 requirements of Specification
considered unacceptable. The fittings shall be uniform in color,
D 1785 or D 2665.
opacity, density, and other physical properties.
5.4 Waterway—Fabricated fittings shall be constructed so
9. Sample and Conditioning
that pipe ends of branches do not project into the waterway of
the fitting body.
9.1 Sampling—The selection of fitting samples shall be as
agreed upon between the purchaser and the manufacturer. In
6. Dimensions and Permissible Variations
case of no prior agreement, samples selected by the testing
6.1 Spigot Diameter—The outside diameter and out-of-
laboratory shall be deemed adequate.
roundness of the fitting spigot shall meet the requirements of
9.2 Conditioning:
Table 1 when measured in accordance with 10.1.1
9.2.1 Referee Testing—The specimen shall be conditioned
6.2 Spigot Length—The spigot length shall meet the re-
in accordance with Procedure A of Practice D 618 at 73.4 6
quirements as given in Table 1 when measured in accordance
3.6°F (23 6 2°C) and 50 6 5 % relative humidity for not less
with 10.1.2.
than 40 h prior to test. Tests shall be conducted at the same
6.3 Wall Thickness—The minimum wall thickness of the
conditions of temperature and humidity, unless otherwise
fittingshallmeettherequirementsofTable1whenmeasuredin
specified.
accordance with 10.1.3. In the case of fittings fabricated from
9.2.2 Quality Control Tests—The specimens shall be con-
pipe sections, the thickness of the wall in the bell and branch
ditioned for a minimum of4hinairor1hin water at 73.4 6
area shall be considered satisfactory if it was formed from pipe
3.6°F (23 6 2°C). The specimens shall be tested at 73.4 6
meeting those requirements.
3.6°F (23 6 2°C) without regard to humidity.
6.4 Socket Diameter—The inside diameter of the fitting
10. Test Methods
socket shall meet the requirements as specified inTable 2 when
measured in accordance with 10.1.4.
10.1 Dimensions and Tolerances:
6.5 Socket Depths—The socket depth shall meet the re- 10.1.1 Spigot Diameter—Determine the average outside
quirements as given in Table 2 when measured in accordance diameter of the spigot in accordance withTest Method D 2122.
with 10.1.5. Ameasurement apparatus accurate to 0.001 in. (0.02 mm) shall
be used.
7. Properties
10.1.2 Spigot Length—A measurement apparatus accurate
7.1 Resistance to Bending—Fabricated fittings shall be to 0.031 in. (1 mm) shall be used.
tested in accordance with 10.2. The bond shall not show any 10.1.3 Wall Thickness—Measure in accordance with Test
sign of cracking, splitting, or separation as seen by the naked Method D 2122. A measurement apparatus accurate to 0.001
eye. in. (0.02 mm) shall be used.
7.2 Leak Test—After completing the Resistance to Bending 10.1.4 Socket Diameter—Measure in accordance with Test
test, the fabrication joint shall be checked for leakage in Method D 2122. A measurement apparatus accurate to 0.001
accordance with 10.3. Fittings subjected to these tests shall be in. (0.02 mm) shall be used. Reference Fig. 1 for measuring
discarded. l
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