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ASTM F679-06a

(Specification)

Standard Specification for Poly(Vinyl Chloride) (PVC) Large-Diameter Plastic Gravity Sewer Pipe and Fittings

Standard Specification for Poly(Vinyl Chloride) (PVC) Large-Diameter Plastic Gravity Sewer Pipe and Fittings

SCOPE
1.1 This specification covers requirements and test methods for materials, dimensions, workmanship, flattening resistance, impact resistance, pipe stiffness, extrusion quality, joining system, and a form of marking for large diameters, 18 to 48 in. poly(vinyl chloride) (PVC) sewer pipe and fittings with integral bell elastomeric seal joints and smooth inner walls.
1.2 The requirements of this specification are intended to provide pipe and fittings suitable for nonpressure drainage of sewage and surface water. Pipe and fittings produced to this specification should be installed in accordance with Practice D 2321. Industrial waste disposal lines should be installed only with the specific approval of the governing code authority since temperatures in excess of 140°F (60°C) and chemicals not commonly found in drains and sewers may be encountered.
1.3 The values stated in inch-pound units are to be regarded as the standard. The values in parentheses are provided for information purposes only.
The following precautionary caveat pertains only to the test method portion, Section 7, of this specification: This standard does not purport to address all of the safety problems, 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 or regulatory limitations prior to use.

General Information

Status
Historical
Publication Date
31-Oct-2006
ICS
23.040.20 - Plastics pipes
Technical Committee
F17 - Plastic Piping Systems
Drafting Committee
F17.62 - Sewer
Current Stage
Ref Project

Relations

Replaces
ASTM F679-06 - Standard Specification for Poly(Vinyl Chloride) (PVC) Large-Diameter Plastic Gravity Sewer Pipe and Fittings
Effective Date
01-Nov-2006
Replaced By
ASTM F679-08 - Standard Specification for Poly(Vinyl Chloride) (PVC) Large-Diameter Plastic Gravity Sewer Pipe and Fittings
Effective Date
01-Mar-2008
Referred By
ASTM F794-21 - Standard Specification for Poly(Vinyl Chloride) (PVC) Profile Gravity Sewer Pipe and Fittings Based on Controlled Inside Diameter
Effective Date
01-Nov-2006
Referred By
ASTM F3202-19a - Standard Specification for Solid Wall Poly (Vinyl Chloride) PVC Fittings for Joining Corrugated Wall High Density Polyethylene (PE) and Polypropylene (PP) Piping
Effective Date
01-Nov-2006
Referred By
ASTM F1336-20 - Standard Specification for Poly(Vinyl Chloride) (PVC) Gasketed Sewer Fittings
Effective Date
01-Nov-2006
Referred By
ASTM F1803-15(2019) - Standard Specification for Poly (Vinyl Chloride)(PVC) Closed Profile Gravity Pipe and Fittings Based on Controlled Inside Diameter 
Effective Date
01-Nov-2006
Referred By
ASTM F2946-12(2021) - Standard Specification for PVC Hub and Elastomeric Seal (Gasket) Tee Connection for Joining Plastic Pipe to Insitu Pipelines and Manholes
Effective Date
01-Nov-2006
Referred By
ASTM F949-20 - Standard Specification for Poly(Vinyl Chloride) (PVC) Corrugated Sewer Pipe With a Smooth Interior and Fittings
Effective Date
01-Nov-2006

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ASTM F679-06a - Standard Specification for Poly(Vinyl Chloride) (PVC) Large-Diameter Plastic Gravity Sewer Pipe and FittingsASTM F679-06a - Standard Specification for Poly(Vinyl Chloride) (PVC) Large-Diameter Plastic Gravity Sewer Pipe and Fittings
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ASTM F679-06a - Standard Specification for Poly(Vinyl Chloride) (PVC) Large-Diameter Plastic Gravity Sewer Pipe and Fittings
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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: F 679 – 06a
Standard Specification for
Poly(Vinyl Chloride) (PVC) Large-Diameter Plastic Gravity
1
Sewer Pipe and Fittings
This standard is issued under the fixed designation F679; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.A
superscript epsilon (e) indicates an editorial change since the last revision or reapproval.
1. Scope D1600 Terminology for Abbreviated Terms Relating to
Plastics
1.1 This specification covers requirements and test methods
D1784 Specification for Rigid Poly(Vinyl Chloride) (PVC)
for materials, dimensions, workmanship, flattening resistance,
Compounds and Chlorinated Poly(Vinyl Chloride)
impact resistance, pipe stiffness, extrusion quality, joining
(CPVC) Compounds
system, and a form of marking for large diameters, 18 to 48 in.
D2122 Test Method for Determining Dimensions of Ther-
poly(vinyl chloride) (PVC) sewer pipe and fittings with inte-
moplastic Pipe and Fittings
gral bell elastomeric seal joints and smooth inner walls.
D2152 Test Method for Adequacy of Fusion of Extruded
1.2 The requirements of this specification are intended to
Poly(Vinyl Chloride) (PVC) Pipe and Molded Fittings by
provide pipe and fittings suitable for nonpressure drainage of
Acetone Immersion
sewage and surface water. Pipe and fittings produced to this
D2321 Practice for Underground Installation of Thermo-
specification should be installed in accordance with Practice
plastic Pipe for Sewers and Other Gravity-Flow Applica-
D2321.
tions
NOTE 1—Industrial waste disposal lines should be installed only with
D2412 TestMethodforDeterminationofExternalLoading
thespecificapprovalofthegoverningcodeauthoritysincetemperaturesin
Characteristics of Plastic Pipe by Parallel-Plate Loading
excess of 140°F (60°C) and chemicals not commonly found in drains and
D2444 Test Method for Determination of the Impact Re-
sewers may be encountered.
sistance of Thermoplastic Pipe and Fittings by Means of a
1.3 The values stated in inch-pound units are to be regarded
Tup (Falling Weight)
as the standard. The values in parentheses are provided for
D2564 Specification for Solvent Cements for Poly(Vinyl
information purposes only.
Chloride) (PVC) Plastic Piping Systems
1.4 The following precautionary caveat pertains only to the
D2855 Practice for Making Solvent-Cemented Joints with
test method portion, Section 7, of this specification: This
Poly(Vinyl Chloride) (PVC) Pipe and Fittings
standard does not purport to address all of the safety problems,
D3212 Specification for Joints for Drain and Sewer Plastic
if any, associated with its use. It is the responsibility of the user
Pipes Using Flexible Elastomeric Seals
of this standard to establish appropriate safety and health
F402 Practice for Safe Handling of Solvent Cements,
practices and determine the applicability or regulatory limita-
Primers,andCleanersUsedforJoiningThermoplasticPipe
tions prior to use.
and Fittings
F412 Terminology Relating to Plastic Piping Systems
2. Referenced Documents
F477 Specification for Elastomeric Seals (Gaskets) for
2
2.1 ASTM Standards:
Joining Plastic Pipe
D618 Practice for Conditioning Plastics for Testing
2.2 Federal Standard:
1
This specification is under the jurisdiction ofASTM Committee F17 on Plastic
Piping Systems and is the direct responsibility of Subcommittee F17.62 on Sewer.
Current edition approved Nov. 1, 2006. Published November 2006. Originally
approved in 1980. Last previous edition approved in 2006 as F679–06.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
F 679 – 06a
TABLE 1 Pipe Dimensions and Minimum Pipe Stiffness
Nominal Pipe Average Outside Tolerance on Average Min Wall Thickness Min Pipe Stiffness
Size Diameter Outside Diameter
in. in. (mm) in. (mm) in. (mm) psi kPa
18 18.701 (475) 60.028 (60.71) 0.499 (12.7) 46 (320)
21 22.047 (560) 60.033 (60.84) 0.588 (14.9) 46 (320)
24 24.803 (630) 60.037 (60.94) 0.661 (15.5) 46 (320)
27 27.953 (710) 60.042 (61.07) 0.745 (18.9) 46 (320)
30 CIOD 32.000 (813) 60.040 (61.02) 0.853 (21.67) 46 (320)
36 CIOD 38.300 (973) 60.050 (61.27) 1.021 (25.93) 46 (320)
42 CIOD 44.500 (1130) 60.060 (61.52) 1.187 (30.15) 46 (320)
48 CIOD 50.800 (1290) 60.075 (61.90) 1.355 (34.42) 46 (320)
18 18.701 (475) 60.028 (60.71) 0.671 (17.0) 115 (790)
21 22.047 (560) 60.033 (60.84) 0.791 (20.1) 115 (790)
24 24.803
...

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5.4 Creep, or nonrecoverable deformation for pipe made of some plastics, is as important as actual leakage in deciding whether or not a pipe has failed. Specimens that exhibit localized ballooning, however, may lead to erroneous interpretation of the creep results unless a method of determining creep is established that precludes such a possibility. Circumferential measurements at two or three selected positions on a specimen may not be adequate.  
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1.1 This test method covers the determination of the time-to-failure of both thermoplastic and reinforced thermosetting/resin pipe under constant internal pressure.  
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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.  
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ASTM
ASTM F3203-19(2023)(Test Method)
Standard Test Method for Determination of Gel Content of Crosslinked Polyethylene (PEX) Pipes and Tubing

SIGNIFICANCE AND USE
5.1 Many important properties of crosslinked ethylene plastics vary with the gel content. Hence, determination of the gel content provides a basis for controlling production processes and a means of establishing the quality of finished products.  
5.2 Extraction tests permit verification of the proper gel content of any given crosslinked ethylene plastic and they also permit comparison between different crosslinked ethylene plastics, including those containing fillers, provided that, for the latter, the following conditions are met:  
5.2.1 The filler is not soluble in the solvent used in this method at the extraction temperature.  
5.2.2 The amount of filler present in the compound either is known or can be determined.  
5.2.3 Sufficient crosslinking has been achieved to prevent migration of filler during the extraction. It has been found that, at gel content above 30 %, the solvent remains clear and free of filler.  
5.3 Since some oxidative degradation of the material and solvent may occur at the reflux temperature of the solvents, a suitable antioxidant is added to the solvent to inhibit such degradation.  
5.4 This test method is normally used for specimens consisting of an equal representation of the entire cross section of the product, but may also be used to examine specific portions of a product for differences in extent of cross-linking when compared to either a product standard or another sample.  
5.5 This test method is intended for testing crosslinked polyethylene compounds that are not hygroscopic. If compounds that are hygroscopic are tested using this method, specimen conditioning before and after extraction is required.  
5.6 This test method differs from Test Methods D2765, ISO 10147 and Test Method D7567 which also describe procedures for determining the gel content of crosslinked polyethylene. It allows for the use of naphthenic hydrocarbon blend, isoparaffin solvent, or light aromatic solvent naptha as alternatives to xylenes. Xylenes a...
SCOPE
1.1 The gel content of pipe and tubing produced from crosslinked polyethylene plastics as described in Specification F876 and other pipe or tubing standards is determined by extracting with solvents such as xylenes. A test method for quantitative determination of gel content is described herein. The method is applicable to PEX pipe and tubing of all densities, including those containing fillers, and provides correction for the inert fillers present in some of those compounds.  
1.2 Continuous extraction (see definition in Section 3) is used in this method to test the gel content of crosslinked polyethylene specimens. Continuous extraction when used for testing gel content has the advantages of decreased cost of testing, increased accuracy and consistency of results, and decreased test time. This is because extraction with a pure solvent is more efficient than extraction with a partially saturated solvent.  
1.3 While extraction tests may be made on articles of any shape, this test method is applicable for determining the gel content of crosslinked polyethylene pipes and tubing.  
1.4 This test method makes use of xylenes or alternative solvents. Alternative solvents either have lower toxicity than xylenes or allow decreased extraction times. The alternative solvents are also potentially beneficial from an economic and environmental viewpoint. Xylenes are used for referee tests.  
1.5 The values stated in SI units are to be regarded as standard. The inch-pound units in brackets are for information only.  
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.  
1.7 This international standard was developed in accordance with internationally recognized principles on standard...

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