ASTM F1866-13(2017)

Standard Specification for Poly (Vinyl Chloride) (PVC) Plastic Schedule 40 Drainage and DWV Fabricated Fittings

ABSTRACT
This specification covers requirements and test methods for fabricated poly(vinyl chloride) (PVC) plastic schedule 40 drainage and DWV fittings. These fabricated fittings are manufactured from pipe, or from a combination of pipe and injection molded parts. Resistance to bending test, leak test, and solvent weld bond area test shall be performed to meet the requirements prescribed. The spigot diameter, spigot length, wall thickness, socket diameter, and socket length shall be tested to meet the requirements prescribed.
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 Specifications D2665 or F891. 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. Fittings shall have solvent cement joints, gasket joints or a combination thereof.  
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 The following safety hazards caveat pertains only to the test method portion, 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.6 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

General Information

• Status: Historical
• Publication Date: 31-Jul-2017
• ICS: 23.040.05 - Pipeline and its parts for external sewage systems
• ICS: 23.040.45 - Plastics fittings
• Technical Committee: F17 - Plastic Piping Systems
• Drafting Committee: F17.63 - DWV

Relations

• Replaces: ASTM F1866-13 - Standard Specification for Poly (Vinyl Chloride) (PVC) Plastic Schedule 40 Drainage and DWV Fabricated Fittings
• Effective Date: 01-Aug-2017
• Referred By: ASTM D2665-20 - Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Drain, Waste, and Vent Pipe and Fittings
• Effective Date: 01-Aug-2017
• Referred By: ASTM F2390-21 - Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Drain, Waste, and Vent (DWV) Pipe and Fittings Having Post-Industrial Recycle Content
• Effective Date: 01-Aug-2017
• Referred By: ASTM D2855-20 - Standard Practice for the Two-Step (Primer and Solvent Cement) Method of Joining Poly (Vinyl Chloride) (PVC) or Chlorinated Poly (Vinyl Chloride) (CPVC) Pipe and Piping Components with Tapered Sockets
• Effective Date: 01-Aug-2017

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
Designation:F1866 −13 (Reapproved 2017) An American National Standard
Standard Specification for
Poly (Vinyl Chloride) (PVC) Plastic Schedule 40 Drainage
and DWV Fabricated Fittings
This standard is issued under the fixed designation F1866; 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* 2. Referenced Documents
1.1 This specification covers requirements and test methods
2.1 ASTM Standards:
for fabricated poly(vinyl chloride) (PVC) plastic schedule 40
D618 Practice for Conditioning Plastics for Testing
drainage and DWV fittings to be used with piping manufac-
D1600 Terminology forAbbreviatedTerms Relating to Plas-
tured in accordance with Specifications D2665 or F891. These
tics
fabricated fittings are manufactured from pipe, or from a
D1784 Specification for Rigid Poly(Vinyl Chloride) (PVC)
combination of pipe and injection molded parts.
Compounds and Chlorinated Poly(Vinyl Chloride)
1.2 The requirements of this specification are to provide
(CPVC) Compounds
fabricated PVC fittings suitable for drainage and venting of
D1785 Specification for Poly(Vinyl Chloride) (PVC) Plastic
sanitary waste systems, storm water systems, and certain other
Pipe, Schedules 40, 80, and 120
liquid wastes. Fittings shall have solvent cement joints, gasket
D2122 Test Method for Determining Dimensions of Ther-
joints or a combination thereof.
moplastic Pipe and Fittings
D2564 Specification for Solvent Cements for Poly(Vinyl
1.3 The text of this specification references notes, footnotes,
Chloride) (PVC) Plastic Piping Systems
and appendixes that provide explanatory material. These notes
D2665 Specification for Poly(Vinyl Chloride) (PVC) Plastic
and footnotes (excluding those in tables and figures) shall not
Drain, Waste, and Vent Pipe and Fittings
be considered as requirements of the specification.
D2855 Practice for the Two-Step (Primer and Solvent Ce-
1.4 The values stated in inch-pound units are to be regarded
ment) Method of Joining Poly (Vinyl Chloride) (PVC) or
as the standard. The values given in parentheses are provided
Chlorinated Poly (Vinyl Chloride) (CPVC) Pipe and
for information only.
Piping Components with Tapered Sockets
1.5 The following safety hazards caveat pertains only to the
D3212 Specification for Joints for Drain and Sewer Plastic
test method portion, Section 10, of this specification. This
Pipes Using Flexible Elastomeric Seals
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 Specification for Elastomeric Seals (Gaskets) for Join-
of this standard to establish appropriate safety, health, and
ing Plastic Pipe
environmental practices and determine the applicability of
F656 Specification for Primers for Use in Solvent Cement
regulatory limitations prior to use.
Joints of Poly(Vinyl Chloride) (PVC) Plastic Pipe and
1.6 This international standard was developed in accor-
Fittings
dance with internationally recognized principles on standard-
F891 Specification for Coextruded Poly(Vinyl Chloride)
ization established in the Decision on Principles for the
(PVC) Plastic Pipe With a Cellular Core
Development of International Standards, Guides and Recom-
F913 Specification for Thermoplastic Elastomeric Seals
mendations issued by the World Trade Organization Technical
(Gaskets) for Joining Plastic Pipe
Barriers to Trade (TBT) Committee.
This standard is under the jurisdiction of Committee F17 on Plastic Piping
Systems and is the direct responsibility of Subcommittee F17.63 on DWV. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Current edition approved Aug. 1, 2017. Published September 2017. Originally contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM
approved in 1998. Last previous edition approved in 2013 as F1866–13. DOI: Standards volume information, refer to the standard’s Document Summary page on
10.1520/F1866-13R17. the ASTM website.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
F1866−13 (2017)
3. Terminology joint that contact the gasket shall be smooth and free of
imperfections, ridges, fractures or cracks that could affect the
3.1 Definitions—Definitions are in accordance with Termi-
seal.
nology F412, and abbreviations are in accordance with Termi-
nology D1600, unless otherwise specified.
6. Dimensions and Permissible Variations
6.1 Spigot Diameter—The outside diameter and out-of-
4. Materials and Manufacture
roundness of the fitting spigot shall meet the requirements of
4.1 Basic Materials—The molded components for fabri-
Table 1 when measured in accordance with 10.1.1
cated fittings shall be made of virgin or rework PVC com-
6.2 SpigotLength—Thespigotlengthshallmeettherequire-
pounds meeting or exceeding the requirements of Class 12454
ments as given in Table 1 when measured in accordance with
as defined in Specification D1784.
10.1.2.
4.1.1 The pipe shall be made of PVC that meets the
requirements of the Materials Section of Specification D1785 6.3 Wall Thickness—The minimum wall thickness of the
or D2665.
fittingshallmeettherequirementsofTable1whenmeasuredin
accordance with 10.1.3. In the case of fittings fabricated from
4.2 Gaskets—Elastomeric seals (gaskets) shall comply with
pipe sections, the thickness of the wall in the bell and branch
the requirements of Specification F477 or F913.
area shall be considered satisfactory if it was formed from pipe
4.3 Lubricant—The lubricant used for field assembly shall
meeting those requirements.
be the type recommended by the manufacturer of the fitting.
6.4 Solvent Cement Sockets:
Prolonged exposure to the lubricant shall not damage the
6.4.1 Socket Diameter—The inside diameter of the fitting
gasket, pipe, or fitting.
socket shall meet the requirements as specified in Table 2 when
measured in accordance with 10.1.4.
5. General Requirements
6.4.2 Socket Depths—The socket depth shall meet the re-
5.1 Fabrication Joint Material —The fabrication joint ma-
quirements as given in Table 2 when measured in accordance
terial or reinforcing overlays shall be of the type, strength, and
with 10.1.5.
properties suitable for intended fabrication. It is the decision of
6.5 Gasket Joint Sockets—The minimum depth and maxi-
the manufacturer as to what material will be used. The PVC
mum projection for gasket sockets, show in Fig. 1, shall meet
primer shall meet the requirements of Specification F656. The
the dimensional values given in Table 3. Measurements shall
PVC solvent cement shall meet the requirements of Specifica-
be made in accordance with Test Method D2122. All other
tion D2564.
dimensions shall be in accordance with the manufacturer’s
5.2 Heat Fusion Welds—Fittings assembled using the heat
specifications.
fusion welding process shall meet all of the requirements of
this specification. 7. Properties
5.3 Pipe Performance—Pipe that is used to fabricate fittings 7.1 Resistance to Bending—Fabricated fittings shall be
shall meet all of the schedule 40 requirements of Specification tested in accordance with 10.2. The bond shall not show any
D1785 or D2665. sign of cracking, splitting, or separation as seen by the naked
eye.
5.4 Waterway—Fabricated fittings shall be constructed so
that pipe ends of branches do not project into the waterway of 7.2 Leak Test—After completing the Resistance to Bending
the fitting body. test, the fabrication joint shall be checked for leakage in
accordance with 10.3. Fittings subjected to these tests shall be
5.5 Gasketed Joint System—The joint shall display no
discarded.
leakage when tested in accordance with the requirements of
Specification D3212 when assembled in accordance with the 7.3 Solvent Weld Bond Area—The bond area for the manu-
fitting manufacturer’s recommendations. All surfaces of the facturer’s solvent welds shall be in accordance with the
TABLE 1 Pipe/Fitting Dimensions
Average O.D.
Nominal Minimum Maximum Out-of-Roundness, in. Min. Wall Thickness, in. Min. Spigot Length, in.
Pipe Size in. (mm) in. (mm) (mm) (mm) (mm)
4 4.491 (114.07) 4.509 (114.53) 0.030 (0.76) 0.237 (6.02) 4.000 (101.60)
6 6.614 (168.00) 6.636 (168.55) 0.050 (1.27) 0.280 (7.11) 6.000 (152.40)
8 8.610 (218.69) 8.640 (219.46) 0.150 (3.81) 0.322 (8.18) 6.000 (152.40)
10 10.735 (272.67) 10.765 (273.43) 0.150 (3.81) 0.365 (9.27) 7.500 (190.50)
12 12.735 (323.47) 12.765 (324.23) 0.150 (3.81) 0.406 (10.31) 8.500 (215.90)
14 13.985 (355.22) 14.015 (355.98) 0.200 (5.08) 0.437 (11.10) 9.000 (228.60)
16 15.981 (405.92) 16.019 (406.88) 0.320 (8.13) 0.500 (12.70) 10.000 (254.00)
18 17.981 (456.72) 18.019 (457.68) 0.360 (9.14) 0.562 (14.27) 12.000 (304.80)
20 19.977 (507.42) 20.023 (508.58) 0.400 (10.16) 0.593 (15.06) 12.000 (304.80)
24 23.969 (608.81) 24.031 (610.39) 0.480 (12.19) 0.687 (17.45) 14.000 (355.60)
...

This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation: F1866 − 13 F1866 − 13 (Reapproved 2017) An American National Standard
Standard Specification for
Poly (Vinyl Chloride) (PVC) Plastic Schedule 40 Drainage
and DWV Fabricated Fittings
This standard is issued under the fixed designation F1866; 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*
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 Specifications D2665 or F891. 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. Fittings shall have solvent cement joints, gasket joints or a
combination thereof.
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 The following safety hazards caveat pertains only to the test method portion, 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 safety, health, and healthenvironmental practices and determine the applicability of
regulatory limitations prior to use.
1.6 This international standard was developed in accordance with internationally recognized principles on standardization
established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued
by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
2. Referenced Documents
2.1 ASTM Standards:
D618 Practice for Conditioning Plastics for Testing
D1600 Terminology for Abbreviated Terms Relating to Plastics
D1784 Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC)
Compounds
D1785 Specification for Poly(Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120
D2122 Test Method for Determining Dimensions of Thermoplastic Pipe and Fittings
D2564 Specification for Solvent Cements for Poly(Vinyl Chloride) (PVC) Plastic Piping Systems
D2665 Specification for Poly(Vinyl Chloride) (PVC) Plastic Drain, Waste, and Vent Pipe and Fittings
D2855 Practice for the Two-Step (Primer and Solvent Cement) Method of Joining Poly (Vinyl Chloride) (PVC) or Chlorinated
Poly (Vinyl Chloride) (CPVC) Pipe and Piping Components with Tapered Sockets
D3212 Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals
F412 Terminology Relating to Plastic Piping Systems
F477 Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe
F656 Specification for Primers for Use in Solvent Cement Joints of Poly(Vinyl Chloride) (PVC) Plastic Pipe and Fittings
F891 Specification for Coextruded Poly(Vinyl Chloride) (PVC) Plastic Pipe With a Cellular Core
This standard is under the jurisdiction of Committee F17 on Plastic Piping Systems and is the direct responsibility of Subcommittee F17.63 on DWV.
Current edition approved Aug. 1, 2013Aug. 1, 2017. Published August 2013September 2017. Originally approved in 1998. Last previous edition approved in 20072013
as F1866–07.–13. DOI: 10.1520/F1866-13.10.1520/F1866-13R17.
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 the ASTM website.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
F1866 − 13 (2017)
F913 Specification for Thermoplastic Elastomeric Seals (Gaskets) for Joining Plastic Pipe
3. Terminology
3.1 Definitions—Definitions are in accordance with Terminology F412, and abbreviations are in accordance with Terminology
D1600, unless otherwise specified.
4. Materials and Manufacture
4.1 Basic Materials—The molded components for fabricated fittings shall be made of virgin or rework PVC compounds meeting
or exceeding the requirements of Class 12454 as defined in Specification D1784.
4.1.1 The pipe shall be made of PVC that meets the requirements of the Materials Section of Specification D1785 or D2665.
4.2 Gaskets—Elastomeric seals (gaskets) shall comply with the requirements of Specification F477 or F913.
4.3 Lubricant—The lubricant used for field assembly shall be the type recommended by the manufacturer of the fitting.
Prolonged exposure to the lubricant shall not damage the gasket, pipe, or fitting.
5. General Requirements
5.1 Fabrication Joint Material —The fabrication joint material or reinforcing overlays shall be of the type, strength, and
properties suitable for intended fabrication. It is the decision of the manufacturer as to what material will be used. The PVC primer
shall meet the requirements of Specification F656. The PVC solvent cement shall meet the requirements of Specification D2564.
5.2 Heat Fusion Welds—Fittings assembled using the heat fusion welding process shall meet all of the requirements of this
specification.
5.3 Pipe Performance—Pipe that is used to fabricate fittings shall meet all of the schedule 40 requirements of Specification
D1785 or D2665.
5.4 Waterway—Fabricated fittings shall be constructed so that pipe ends of branches do not project into the waterway of the
fitting body.
5.5 Gasketed Joint System—The joint shall display no leakage when tested in accordance with the requirements of Specification
D3212 when assembled in accordance with the fitting manufacturer’s recommendations. All surfaces of the joint that contact the
gasket shall be smooth and free of imperfections, ridges, fractures or cracks that could affect the seal.
6. Dimensions and Permissible Variations
6.1 Spigot Diameter—The outside diameter and out-of-roundness of the fitting spigot shall meet the requirements of Table 1
when measured in accordance with 10.1.1
6.2 Spigot Length—The spigot length shall meet the requirements as given in Table 1 when measured in accordance with 10.1.2.
6.3 Wall Thickness—The minimum wall thickness of the fitting shall meet the requirements of Table 1 when measured in
accordance with 10.1.3. In the case of fittings fabricated from pipe sections, the thickness of the wall in the bell and branch area
shall be considered satisfactory if it was formed from pipe meeting those requirements.
6.4 Solvent Cement Sockets:
6.4.1 Socket Diameter—The inside diameter of the fitting socket shall meet the requirements as specified in Table 2 when
measured in accordance with 10.1.4.
6.4.2 Socket Depths—The socket depth shall meet the requirements as given in Table 2 when measured in accordance with
10.1.5.
TABLE 1 Pipe/Fitting Dimensions
Average O.D.
Nominal Minimum Maximum Out-of-Roundness, in. Min. Wall Thickness, in. Min. Spigot Length, in.
Pipe Size in. (mm) in. (mm) (mm) (mm) (mm)
4 4.491 (114.07) 4.509 (114.53) 0.030 (0.76) 0.237 (6.02) 4.000 (101.60)
6 6.614 (168.00) 6.636 (168.55) 0.050 (1.27) 0.280 (7.11) 6.000 (152.40)
8 8.610 (218.69) 8.640 (219.46) 0.150 (3.81) 0.322 (8.18) 6.000 (152.40)
10 10.735 (272.67) 10.765 (273.43) 0.150 (3.81) 0.365 (9.27) 7.500 (190.50)
12 12.735 (323.47) 12.765 (324.23) 0.150 (3.81) 0.406 (10.31) 8.500 (215.90)
14 13.985 (355.22) 14.015 (355.98) 0.200 (5.08) 0.437 (11.10) 9.000 (228.60)
16 15.981 (405.92) 16.019 (406.88) 0.320 (8.13) 0.500 (12.70) 10.000 (254.00)
18 17.981 (456.72) 18.019 (457.68) 0.360 (9.14) 0.562 (14.27) 12.000 (304.80)
20 19.977 (507.42) 20.023 (508.58) 0.400 (10.16) 0.593 (15.06) 12.000 (304.80)
24 23.969 (608.81) 24.031 (610.39) 0.480 (12.19) 0.687 (17.45) 14.000 (355.60)
F1866 − 13 (2017)
TABLE 2 Socket Dimensions
Nominal Pipe Size Avg. Entrance Diameter, A Avg. Bottom Diameter, B Minimum Socket Depth, C Out-of-Roundness
4 4.518 +/-0.009 4.491 +/-0.009 2.000 0.048
(114.76 +/-0.23) (114.07 +/-0.23) (50.80) (1.22)
6 6.647 +/-0.011 6.614 +/-0.011 3.000 0.082
(168.83 +/-0.28) (168.00 +/-0.28) (76.20) (2.08)
8 8.655 +/-0.015 8.610 +/-0.015 4.000 0.120
(219.84 +/-0.38) (218.69 +/-0.38) (101.6) (3.05)
10 10.776 +/-0.015 10.737 +/-0.015 5.000 0.130
(273.71 +/-0.38) (272.72 +/-0.38) (127.00) (3.30)
12 12.778 +/-0.015 12.736 +/-0.015 6.000 0.150
(324.56 +/-0.38) (323.49 +/-0.38) (152.40) (3.81)
14 14.035 +/-0.015 13.985 +/-0.015 7.000 0.150
(356.49 +/-0.38) (3
...