Standard Test Method for Gaskets for Use in Connection with Hub and Spigot Cast Iron Soil Pipe and Fittings for Sanitary Drain, Waste, Vent, and Storm Piping Applications

ABSTRACT
This specification covers the standard material criteria and test method for compression gaskets used in joining hub and spigot cast iron soil pipe and fittings for sanitary drain, waste, vent, and storm piping applications. The gaskets shall be made of a compound containing a thermoset elastomer and shall consist of one or more sealing ring(s) that compress to provide an airtight and watertight seal. Compression gaskets shall have an integral flange to prevent the gasket from rolling into the hub during installation and shall be designed to permit expansion, contraction, and deflection of assembled piping. The gaskets shall be restrained and subjected to hydrostatic pressure and the joint assembly performance shall be evaluated using the restrained hydrostatic joint testing apparatus wherein a water pressure gauge is used to ensure the accuracy of the test pressures.
SCOPE
1.1 Several different types of compression gaskets are available for use in connection with hub and spigot cast iron soil pipe and fittings. The purpose of this test method is to establish material criteria and test procedures for compression gaskets used in joining hub and spigot cast iron soil pipe and fittings for sanitary drain, waste, vent, and storm drain piping applications in accordance with the general needs of producers, distributors, and users.  
1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
1.3 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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30-Apr-2013
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ASTM C1563-08(2013) - Standard Test Method for Gaskets for Use in Connection with Hub and Spigot Cast Iron Soil Pipe and Fittings for Sanitary Drain, Waste, Vent, and Storm Piping Applications
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: C1563 − 08 (Reapproved 2013)
Standard Test Method for
Gaskets for Use in Connection with Hub and Spigot Cast
Iron Soil Pipe and Fittings for Sanitary Drain, Waste, Vent,
and Storm Piping Applications
This standard is issued under the fixed designation C1563; 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 3.1.2 adhesive lubricant, n—liquid emulsion chemically
cured polychloroprene.
1.1 Several different types of compression gaskets are
3.1.3 manufacturer, n—the entity that molds the compres-
available for use in connection with hub and spigot cast iron
sion gaskets covered by this standard.
soil pipe and fittings. The purpose of this test method is to
establish material criteria and test procedures for compression
4. Summary of Test Method
gaskets used in joining hub and spigot cast iron soil pipe and
fittings for sanitary drain, waste, vent, and storm drain piping
4.1 Restrained Hydrostatic Joint Test— In the Restrained
applicationsinaccordancewiththegeneralneedsofproducers,
Hydrostatic Joint Test, two test pieces are prepared such that
distributors, and users.
inside diameter of the hub and the outside diameter of the
spigot conform to the maximum and minimum (respectively)
1.2 The values stated in inch-pound units are to be regarded
dimensions permitted by Specification A74. The compression
as standard. The values given in parentheses are mathematical
gasket to be tested is used to join the test pieces as detailed in
conversions to SI units that are provided for information only
Fig. 1. This assembly is then restrained and subjected to
and are not considered standard.
hydrostaticpressure,andtheperformanceofthejointassembly
1.3 This standard does not purport to address all of the
is evaluated.
safety concerns, if any, associated with its use. It is the
responsibility of the user of this standard to establish appro-
5. Physical Properties, Material, and Marking
priate safety and health practices and determine the applica-
5.1 Physical Properties—The gaskets governed by this test
bility of regulatory limitations prior to use.
method are of a compression type and are designed to fit the
2. Referenced Documents annular space between the spigot (plain) end of one pipe or
2 fitting and the receptive hub of another, as shown in Fig. 2.
2.1 ASTM Standards:
5.1.1 Each compression gasket shall consist of one or more
A74 Specification for Cast Iron Soil Pipe and Fittings
sealing ring(s) that compress to provide an airtight and
C564 Specification for Rubber Gaskets for Cast Iron Soil
watertight seal. Compression gaskets shall have an integral
Pipe and Fittings
flange to prevent the gasket from rolling into the hub during
A644 Terminology Relating to Iron Castings
installation.
5.1.2 Each compression gasket shall be designed to permit
3. Terminology
expansion, contraction, and deflection of assembled piping
3.1 Definitions:
common to sanitary drain, waste, vent, and storm piping
3.1.1 For definitions of terms in this test method see
applications.
Terminology A644.
5.2 Material—Compression gaskets governed by this test
method shall be made of a compound containing a thermoset
elastomer that complies with all of the requirements of
This test method is under the jurisdiction of ASTM Committee A04 on Iron
Specification C564.
Castings and is the direct responsibility of Subcommittee A04.75 on Gaskets and
Coupling for Plumbing and Sewer Piping.
5.3 Marking—Compression gaskets governed by this test
Current edition approved May 1, 2013. Published May 2013. Originally
method shall be marked with raised letters so as to be visible
approved in 2004. Last previous edition approved in 2008 as C1563 – 08. DOI:
10.1520/C1563-08R13.
after installation (see Fig. 3). Each compression gasket shall be
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
plainly marked with pipe size and class, “ASTM C564,”
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
“ASTM C1563,” country of origin, year of manufacture, and
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. manufacturer’s name or registered trademark that readily
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
C1563 − 08 (2013)
FIG. 1 Restrained Hydrostatic Joint Test Apparatus (Typical)
identifies the manufacturer after installation. The manufacturer (207 kPa). Locate the water pressure gauge within 6 in.
shall also be permitted to include mold number and cavity vertically of the joint being tested.
number or other unique markings for use in quality control
7. Hazards
procedures.
7.1 This test method is for use in evaluating only those
5.3.1 Pipe Class—“XH” shall identify gaskets for use in
joining extra heavy cast iron soil pipe and fittings. “SV” shall compression gaskets complying with Specification C564 and
identifygasketsforuseinjoiningservicecastironsoilpipeand Section 5, Physical Properties, Material, and Marking.
fittings.
7.2 This test method is a pressurized hydrostatic (water)
test. Under no circumstances should pressurized air be substi-
6. Apparatus
tuted for water. All air must be expelled from the testing
6.1 Restrained Hydrostatic Joint Testing Apparatus— assembly before the assembly is pressurized.
Assemble appar
...

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