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ASTM D5926-01

(Specification)

Standard Specification for Poly (Vinyl Chloride) (PVC) Gaskets for Drain, Waste, and Vent (DWV), Sewer, Sanitary, and Storm Plumbing Systems

Standard Specification for Poly (Vinyl Chloride) (PVC) Gaskets for Drain, Waste, and Vent (DWV), Sewer, Sanitary, and Storm Plumbing Systems

SCOPE
1.1 This specification describes material and physical requirements for nonrigid poly (vinyl chloride) (PVC) preformed molded and spliced gaskets used in mechanical couplings. These couplings are used in gravity flow drain, waste, and vent (DWV), sewer, sanitary, and storm plumbing systems. They include couplings to join similar and dissimilar piping sizes and piping material.
1.2 Recycled materials may be used in this product in accordance with the requirements in Section 4.
1.3 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are given for information only.
Note 1—There are no ISO standards covering the primary subject matter of this specification.
1.4 The following safety hazards caveat pertains only to the test method portion, Section 7, 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.

General Information

Status
Historical
Publication Date
09-Nov-2001
ICS
93.030 - External sewage systems
Technical Committee
D20 - Plastics
Drafting Committee
D20.24 - Plastic Building Products
Current Stage
Ref Project

Relations

Replaces
ASTM D5926-96 - Standard Specification for Poly (Vinyl Chloride) (PVC) Gaskets for Drain, Waste, and Vent (DWV), Sewer, Sanitary, and Storm Plumbing Systems
Effective Date
10-Nov-2001
Replaced By
ASTM D5926-04 - Standard Specification for Poly (Vinyl Chloride) (PVC) Gaskets for Drain, Waste, and Vent (DWV), Sewer, Sanitary, and Storm Plumbing Systems
Effective Date
01-Oct-2004
Referred By
ASTM A1045-10(2021) - Standard Specification for Flexible Poly (Vinyl Chloride) (PVC) Gaskets Used in Connection of Vitreous China Plumbing Fixtures to Sanitary Drainage Systems
Effective Date
10-Nov-2001

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ASTM D5926-01 - Standard Specification for Poly (Vinyl Chloride) (PVC) Gaskets for Drain, Waste, and Vent (DWV), Sewer, Sanitary, and Storm Plumbing SystemsASTM D5926-01 - Standard Specification for Poly (Vinyl Chloride) (PVC) Gaskets for Drain, Waste, and Vent (DWV), Sewer, Sanitary, and Storm Plumbing Systems
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ASTM D5926-01 - Standard Specification for Poly (Vinyl Chloride) (PVC) Gaskets for Drain, Waste, and Vent (DWV), Sewer, Sanitary, and Storm Plumbing Systems
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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: D 5926 – 01
Standard Specification for
Poly (Vinyl Chloride) (PVC) Gaskets for Drain, Waste, and
1
Vent (DWV), Sewer, Sanitary, and Storm Plumbing Systems
This standard is issued under the fixed designation D 5926; 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.
3
1. Scope Vulcanized Rubber and Thermoplastic Elastomers
D 746 Test Method for Brittleness Temperature of Plastics
1.1 This specification describes material and physical re-
4
and Elastomers by Impact
quirements for nonrigid poly (vinyl chloride) (PVC) preformed
D 792 Test Methods for Density and Specific Gravity (Rela-
molded and spliced gaskets used in mechanical couplings.
4
tive Density) of Plastics by Displacement
These couplings are used in gravity flow drain, waste, and vent
4
D 883 Terminology Relating to Plastics
(DWV), sewer, sanitary, and storm plumbing systems. They
D 1149 Test Method for Rubber Deterioration—Surface
include couplings to join similar and dissimilar piping sizes
Ozone Cracking in a Chamber
and piping material.
D 1203 Test Methods for Volatile Loss from Plastics Using
1.2 Recycled materials may be used in this product in
4
Activated Carbon Method
accordance with the requirements in Section 4.
D 1600 Terminology for Abbreviated Terms Relating to
1.3 The values stated in inch-pound units are to be regarded
4
Plastics
as the standard. The values given in parentheses are given for
4
D 1898 Practice for Sampling of Plastics
information only.
D 2240 Test Method for Rubber Property—Durometer
NOTE 1—There are no ISO standards covering the primary subject 3
Hardness
matter of this specification.
D 2287 Specification for Nonrigid Vinyl Chloride Polymer
4
1.4 The following safety hazards caveat pertains only to the
and Copolymer Molding and Extrusion Compounds
5
test method portion, Section 7, of this specification: This
D 3892 Practice for Packaging/Packing of Plastics
standard does not purport to address all of the safety concerns,
D 5033 Guide for the Development of Standards Relating to
6
if any, associated with its use. It is the responsibility of the user
the Proper Use of Recycled Plastics
of this standard to establish appropriate safety and health
D 6147 Test Method for Vulcanized Rubber and Thermo-
practices and determine the applicability of regulatory limita-
plastic Elastomer—Determination of Force Decay (Stress
tions prior to use.
Relaxation) in Compression
2. Referenced Documents
3. Terminology
2.1 ASTM Standards:
3.1 General—Definitions are in accordance with Termi-
2
C 717 Terminology of Building Seals and Sealants
nologies C 717, D 883 and D 1600, unless otherwise indicated.
D 412 Test Methods for Vulcanized Rubber and Thermo-
3.2 Definitions of Terms Specific to This Standard:
3
plastic Rubbers and Thermoplastic Elastomers-Tension
3.2.1 flash—the excess material protruding from the surface
D 471 Test Method for Rubber Property—Effect of Liquids
of a molded article at the mold junction.
D 573 Test Method for Rubber—Deterioration in an Air
4. Materials and Manufacture
Oven
D 618 Practice for Conditioning Plastics and Electrical
4.1 This specification covers preformed gaskets made prin-
4
Insulating Materials for Testing
cipally from virgin nonrigid PVC molding compound conform-
D 624 Test Method for Tear Strength of Conventional
ing to the requirements of Specification D 2287 for general
purpose, electrical requirements excluded class PVC 35267 or
34267. Refer to Table 1 in Specification D 2287.
1
This specification is under the jurisdiction of ASTM Committee D20 on 4.1.1 This class compound has the following material prop-
Plastics and is under the direct responsibility of Subcommittee D20.24 on Plastic
erty requirements:
Building Products.
Current edition approved November 10, 2001. Published January 2002. Orgin-
ally published as D 5926-96. Last previous edition D5926-96.
2
Annual Book of ASTM Standards, Vol 04.07.
3 5
Annual Book of ASTM Standards, Vol 09.01. Annual Book of ASTM Standards, Vol 08.02.
4 6
Annual Book of ASTM Standards, Vol 08.01. Annual Book of ASTM Standards, Vol 08.03.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
D 5926
5.3 Gaskets selected for sampling (6.1) shall meet all
Properties Tested ASTM Method Requirement
dimensional requirements (5.1) and workmanship require-
Durometer hardness, A Test Method D 2240 55 to 64
scale ments (5.4).
5.4 Workmanship:
Specific gravity (nominal), Test Method D 792 1.30 to 1.39
23°C/23°C
5.4.1 Th
...

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ABSTRACT
This specification describes material and physical requirements for virgin nonrigid poly(vinyl chloride) (PVC) preformed molded and spliced gaskets used in mechanical couplings for gravity flow drain, waste, and vent (DWV), sewer, sanitary, and storm plumbing systems. They include couplings that join similar and dissimilar piping sizes and piping materials. Recycled materials may also be used in this product. Properly sampled specimens shall undergo tests, and shall conform accordingly to the following property requirements: durometer hardness; tensile strength; volatile loss; brittleness temperature; hardness increase, loss in tensile strength, and loss in elongation after heat aging; water absorption and weight increase; cracks and ozone resistance; volume increase and decrease after oil immersion; stress relaxation; and force retention.
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SIGNIFICANCE AND USE
4.1 Significance:  
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1.1 This practice covers procedures for assessing the blockage within gravity-fed sewer pipes using transmissive acoustics for the purpose of prioritizing sewer pipe cleaning operations.2 The assessment is based on an acoustic receiver measuring the acoustic plane wave transmitted through the pipe segment under test in order to evaluate the blockage condition of an entire segment and to provide an onsite assessment of the blockage within the pipe segment. (1, 2, 3, 4, 5)3  
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SIGNIFICANCE AND USE
3.1 This practice is used as a guide for the installation of chemical grout in the practice of sealing sewer manholes from leaks, cracks, and around penetrations. It is attended to assist sewer owners and engineer, owner’s representative, or authorized inspectors for installation method specification and for contractors to refer to during installations of chemical grout for manhole sealing.
SCOPE
1.1 This practice covers proposed selection of materials, installation techniques, and inspection required for sealing manholes using chemical grout. Manholes or sections of manholes with active leaks shall be repaired. Manholes to be grouted are of brick, block, cast-in-place concrete, precast concrete, or fiberglass construction. Manholes or sections of manholes with active leaks will be designated by the engineer, owner’s representative, or authorized inspector, for manhole grouting.  
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ASTM F2304-22(Practice)
Standard Practice for Sealing of Sewers Using Chemical Grouting

SIGNIFICANCE AND USE
4.1 The inspection, testing, and repair of sewer pipe joints is a practice that can assist in maintaining and optimizing sewer performance. It is important to identify methods that use the most current compounds and technology to ensure the reduction of infiltration and exfiltration. The method selected should utilize environmentally safe grout and minimize the disruption of traffic.  
4.2 This practice serves as a means to inspect, test, and seal sewer pipe joints, having selected the appropriate chemical grouts, using the packer method. Television inspection and joint testing are used to identify sewer line conditions, defective joints, and document the repairs undertaken. Instruction on joint sealing, if necessary, is then detailed, using pressure injection into the soils encompassing the pipe joint with a chemical grout (chemical sealing material).  
4.3 This practice should not be used for longitudinally cracked pipe, severely corroded pipe, structurally unsound pipe, flattened, or out-of-roundpipe. In areas with high groundwater pressure, greater than 10 psi (68.9 ksi) at the test point, consult equipment manufacturers.
SCOPE
1.1 This practice describes the procedures for testing and sealing individual sewer pipe joints with appropriate chemical grouts using the packer method. Sewer systems shall include sanitary, storm, and combined and their appurtenances. Chemical grouting is a soil sealing process, which seals the voids within the soil surrounding the exterior of the pipe at the point of leakage. Chemical grouting is not considered a structural repair.  
1.2 This practice applies to sewers 6 in. to 42 in. (18 cm to 107 cm) in diameter. Larger diameter pipe may be grouted with specialized packers or man entry methods. Host pipe interior surfaces must be adequate to create an effective seal for the packer elements.  
1.3 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.  
1.4 Worker safety training should include reviewing the hazards associated with hoses, pumps, tanks, couplers, compressors, bottles, motors, and all other related application apparatus. Additional safety considerations including safely handling, mixing, and transporting of chemical grouts should be provided by the chemical grout manufacturer or supplier or both. Their safe operating practices and procedures should describe in detail appropriate personal protective equipment (PPE) for the various grouting operations. Operations covered should include the proper storage, transportation, mixing, and disposal of chemical grouts, additives, and their associated containers.  
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ASTM F3618-22(Practice)
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SIGNIFICANCE AND USE
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4.3 There are different configurations of high-velocity sewer-cleaning machines. These units can generate variable water pressures up to 5000 psi (34 MPa) and variable flow rates of 50 gal per min (gpm) to 125 gal per min (gpm) (180 L per min to 473 L per min).  
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4.5 The hose lengths vary between 500 ft and 1000 ft (152 m and 305 m) in length with a diameter of 3/4 in. to 11/4 in. NPT.  
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4.8 The Occupational Safety and Health Administration (OSHA) has set guidelines for the safe removal of hazardous and nonhazardous substances as stated in OSHA Section 5 of Public Law 91-596; OSHA 29 USC 654; 29 CFR 1910.120; as well as DOT CFR 49 Parts 106–107, 171–180, and 390–397.
SCOPE
1.1 This practice covers the personnel requirements, operator training, Environmental Protection Agency (EPA) Guidelines, operating procedures, and recommended equipment performance/design for the proper operation of pressure water-jet cleaning and cutting equipment as normally used by municipalities and contractors concerned with operations, maintenance, and cleaning work of Municipal Thermoplastic gravity sewer pipe.  
1.2 The term high-pressure water jetting within this practice covers all water jetting, including the use of jets and hydro mechanical tooling at pressures below 2000 psi (0.69 MPa).  
1.3 This practice covers the high-pressure water jetting of Thermoplastic pipe and should not be applied to other pipe and pipe-lining materials without evaluating the recommended cleaning procedure from the pipe manufacturer to avoid damage.  
1.4 This practice applies to High-Density Polyethylene, Polypropylene, and Polyvinyl Chloride (HDPE, PP, and PVC) Thermoplastic sewer pipe manufactured in accordance with ASTM Standards. It may also be considered for use for any similar thermoplastic pipe products not covered by this list but with similar performance characteristics.  
1.5 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.  
1.6 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. Some specific hazards statements are given in Section 5 on Hazards/Safety.  
1.7 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.

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ASTM
ASTM F3097-22(Practice)
Standard Practice for Installation of an Outside Sewer Service Cleanout through a Minimally Invasive Small Bore Vacuum Excavation and Same Day Restoration

SIGNIFICANCE AND USE
5.1 This practice is for use by designers and specifiers, regulatory agencies, owners, and inspection organizations who are involved in the installation of a sewer service cleanout.
SCOPE
1.1 This practice covers (i) installation methods, test methods, and required materials for the installation of a sewer service clean out, by means of a small vacuum excavated borehole, and (ii) same-day site restoration. The utilization of this practice greatly reduces disruption and greatly improves safety for to residents, business owners, and the public.  
1.2 Units—The values stated in inch-pound units are to be regarded as standard. No other units of measurement are included in this 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.4 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.

  • Standard
    4 pages
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  • Standard
    4 pages
    English language
    sale 15% off