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ASTM F810-12

(Specification)

Standard Specification for Smoothwall Polyethylene (PE) Pipe for Use in Drainage and Waste Disposal Absorption Fields

Standard Specification for Smoothwall Polyethylene (PE) Pipe for Use in Drainage and Waste Disposal Absorption Fields

ABSTRACT
This specification covers smoothwall perforated and nonperforated polyethylene (PE) pipe for use in drainage and waste disposal absorption fields. It covers requirements and test methods for workmanship, flattening, dimensions, tolerances, stiffness, perforations, environmental stress cracking, bonding, and impact resistance. Materials for pipe shall be PE compounds which may consist of lubricants, stabilizers, nonpoly(ethylene) resin modifiers, and pigments. Marking, labeling, installation, and quality assurance shall conform to the requirements of this specification.
SCOPE
1.1 This specification covers requirements and test methods for workmanship, flattening, dimensions, tolerances, stiffness, perforations, environmental stress cracking, bonding, and impact resistance for smoothwall perforated and nonperforated polyethylene (PE) pipe, including coextruded and closed profile pipe. Methods of marking are also included.  
1.2 This specification includes two stiffness classes, referred to as, “Standard” and “Heavy Duty.”  
1.3 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.  
1.4 The text of this specification references notes and footnotes that provide explanatory material. These notes and footnotes, excluding those in tables and figures, shall not be considered as requirements of this specification.  
1.5 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 whoever uses this standard to consult and establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

General Information

Status
Historical
Publication Date
31-Oct-2012
ICS
23.040.20 - Plastics pipes
Technical Committee
F17 - Plastic Piping Systems
Drafting Committee
F17.65 - Land Drainage
Current Stage
Ref Project

Relations

Replaces
ASTM F810-07 - Standard Specification for Smoothwall Polyethylene (PE) Pipe for Use in Drainage and Waste Disposal Absorption Fields
Effective Date
01-Nov-2012
Replaced By
ASTM F810-12(2018) - Standard Specification for Smoothwall Polyethylene (PE) Pipe for Use in Drainage and Waste Disposal Absorption Fields
Effective Date
01-Feb-2018
Referred By
ASTM F481-97(2019) - Standard Practice for Installation of Thermoplastic Pipe and Corrugated Pipe in Septic Tank Leach Fields
Effective Date
01-Nov-2012

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ASTM F810-12 - Standard Specification for Smoothwall Polyethylene (PE) Pipe for Use in Drainage and Waste Disposal Absorption FieldsASTM F810-12 - Standard Specification for Smoothwall Polyethylene (PE) Pipe for Use in Drainage and Waste Disposal Absorption Fields
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REDLINE ASTM F810-12 - Standard Specification for Smoothwall Polyethylene (PE) Pipe for Use in Drainage and Waste Disposal Absorption FieldsREDLINE ASTM F810-12 - Standard Specification for Smoothwall Polyethylene (PE) Pipe for Use in Drainage and Waste Disposal Absorption Fields
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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
Designation:F810 −12
Standard Specification for
Smoothwall Polyethylene (PE) Pipe for Use in Drainage and
1
Waste Disposal Absorption Fields
ThisstandardisissuedunderthefixeddesignationF810;thenumberimmediatelyfollowingthedesignationindicatestheyearoforiginal
adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.Asuperscript
epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope D2122 Test Method for Determining Dimensions of Ther-
moplastic Pipe and Fittings
1.1 This specification covers requirements and test methods
D2321 PracticeforUndergroundInstallationofThermoplas-
for workmanship, flattening, dimensions, tolerances, stiffness,
tic Pipe for Sewers and Other Gravity-Flow Applications
perforations, environmental stress cracking, bonding, and im-
D2412 Test Method for Determination of External Loading
pact resistance for smoothwall perforated and nonperforated
Characteristics of Plastic Pipe by Parallel-Plate Loading
polyethylene (PE) pipe, including coextruded and closed pro-
D2444 Test Method for Determination of the Impact Resis-
file pipe. Methods of marking are also included.
tance of Thermoplastic Pipe and Fittings by Means of a
1.2 Thisspecificationincludestwostiffnessclasses,referred
Tup (Falling Weight)
to as, “Standard” and “Heavy Duty.”
D2729 Specification for Poly(Vinyl Chloride) (PVC) Sewer
1.3 The values stated in inch-pound units are to be regarded Pipe and Fittings
D2751 Specification for Acrylonitrile-Butadiene-Styrene
as the standard. The values given in parentheses are for
3
information only. (ABS) Sewer Pipe and Fittings (Withdrawn 2014)
D2852 Specification for Styrene-Rubber (SR) Plastic Drain
1.4 The text of this specification references notes and
Pipe and Fittings
footnotes that provide explanatory material. These notes and
D3033 Specification for Type PSP Poly(Vinyl Chloride)
footnotes, excluding those in tables and figures, shall not be
3
(PVC) Sewer Pipe and Fittings (Withdrawn 1987)
considered as requirements of this specification.
D3034 Specification for Type PSM Poly(Vinyl Chloride)
1.5 The following precautionary caveat pertains only to the
(PVC) Sewer Pipe and Fittings
test method portion, Section 7, of this specification: This
D3350 Specification for Polyethylene Plastics Pipe and Fit-
standard does not purport to address all of the safety problems,
tings Materials
if any, associated with its use. It is the responsibility of whoever
F412 Terminology Relating to Plastic Piping Systems
uses this standard to consult and establish appropriate safety
F481 Practice for Installation of Thermoplastic Pipe and
and health practices and determine the applicability of regu-
Corrugated Pipe in Septic Tank Leach Fields
latory limitations prior to use.
2.2 Federal Standard:
4
Fed. Std. No. 123 Marking for Shipments (Civil Agencies)
2. Referenced Documents 4
2.3 Military Standard:
2
2.1 ASTM Standards: MIL-STD-129 Marking for Shipment and Storage
D618 Practice for Conditioning Plastics for Testing
3. Terminology
D1600 Terminology forAbbreviatedTerms Relating to Plas-
3.1 Definitions—Definitions are in accordance with Termi-
tics
nology F412 and abbreviations are in accordance with Termi-
D1693 Test Method for Environmental Stress-Cracking of
nologyD1600,unlessotherwisespecified.Theabbreviationfor
Ethylene Plastics
polyethylene is PE.
4. Significance and Use
1
This specification is under the jurisdiction ofASTM Committee F17 on Plastic
4.1 The requirements of this specification are intended to
Piping Systems and is the direct responsibility of Subcommittee F17.65 on Land
Drainage.
provide smoothwall pipe suitable for soil drainage and waste
Current edition approved Nov. 1, 2012. Published January 2013. Originally
disposal system absorption fields.
approved in 1983. Last previous edition approved in 2007 as F810 – 07. DOI:
10.1520/F0810-12.
2 3
For referenced ASTM standards, visit the ASTM website, www.astm.org, or The last approved version of this historical standard is referenced on
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM www.astm.org.
4
Standards volume information, refer to the standard’s Document Summary page on AvailablefromStandardizationDocumentsOrderDesk,Bldg.4SectionD,700
the ASTM website. Robbins Ave., Philadelphia, PA 19111-5094, Attn: NPODS.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
F810−12
NOTE 1—Industrial waste disposal lines should be installed only with
6.4 Dimensions:
the specific approval of the cognizant code authority since chemicals not
6.4.1 Pipe dimensions (for both perforated and nonperfo-
commonly found in drains and sewers and temperatures in excess of
rate
...

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: F810 − 07 F810 − 12 An American National Standard
Standard Specification for
Smoothwall Polyethylene (PE) Pipe for Use in Drainage and
1
Waste Disposal Absorption Fields
This standard is issued under the fixed designation F810; 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 workmanship, flattening, dimensions, tolerances, stiffness,
perforations, environmental stress cracking, bonding, and impact resistance for smoothwall perforated and nonperforated
polyethylene (PE) pipe, including coextruded and closed profile pipe. Methods of marking are also included.
1.2 This specification includes two stiffness classes, referred to as, “Standard” and “Heavy Duty.”
1.3 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information
only.
1.4 The text of this specification references notes and footnotes that provide explanatory material. These notes and footnotes,
excluding those in tables and figures, shall not be considered as requirements of this specification.
1.5 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 whoever uses this
standard to consult and establish appropriate safety and health practices and determine the applicability of regulatory limitations
prior to use.
2. Referenced Documents
2
2.1 ASTM Standards:
D618 Practice for Conditioning Plastics for Testing
D1600 Terminology for Abbreviated Terms Relating to Plastics
D1693 Test Method for Environmental Stress-Cracking of Ethylene Plastics
D2122 Test Method for Determining Dimensions of Thermoplastic Pipe and Fittings
D2321 Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow Applications
D2412 Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel-Plate Loading
D2444 Test Method for Determination of the Impact Resistance of Thermoplastic Pipe and Fittings by Means of a Tup (Falling
Weight)
D2729 Specification for Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings
D2751 Specification for Acrylonitrile-Butadiene-Styrene (ABS) Sewer Pipe and Fittings
D2852 Specification for Styrene-Rubber (SR) Plastic Drain Pipe and Fittings
3
D3033 Specification for Type PSP Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings (Withdrawn 1987)
D3034 Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings
D3350 Specification for Polyethylene Plastics Pipe and Fittings Materials
F412 Terminology Relating to Plastic Piping Systems
F481 Practice for Installation of Thermoplastic Pipe and Corrugated Pipe in Septic Tank Leach Fields
2.2 Federal Standard:
4
Fed. Std. No. 123 Marking for Shipments (Civil Agencies)
1
This specification is under the jurisdiction of ASTM Committee F17 on Plastic Piping Systems and is the direct responsibility of Subcommittee F17.65 on Land Drainage.
Current edition approved Feb. 15, 2007Nov. 1, 2012. Published February 2007January 2013. Originally approved in 1983. Last previous edition approved in 20012007
as F810 – 01.F810 – 07. DOI: 10.1520/F0810-07.10.1520/F0810-12.
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.
3
Withdrawn. The last approved version of this historical standard is referenced on www.astm.org.
4
Available from Standardization Documents Order Desk, Bldg. 4 Section D, 700 Robbins Ave., Philadelphia, PA 19111-5094, Attn: NPODS.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
F810 − 12
2.3 Military Standard:
4
MIL-STD-129 Marking for Shipment and Storage
3. Terminology
3.1 Definitions—Definitions are in accordance with Terminology F412 and abbreviations are in accordance with Terminology
D1600, unless otherwise specified. The abbreviation for polyethylene is PE.
4. Significance and Use
4.1 The requirements of this spec
...

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5.2 In order to determine how plastics will perform as pipe, it is necessary to establish the stress-failure time relationships for pipe over 2 or more logarithmic decades of time (hours) in a controlled environment. Because of the nature of the test and specimens employed, no single line can adequately represent the data, and therefore the confidence limits should be established.  
Note 2: Some materials may exhibit a nonlinear relationship between log-stress and log-failure time, usually at short failure times. In such cases, the 105-hour stress value computed on the basis of short-term test data may be significantly different than the value obtained when a distribution of data points in accordance with Test Method D2837 is evaluated. However, these data may still be useful for quality control or other applications, provided correlation with long-term data has been established.  
5.3 The factors that affect creep and long-term strength behavior of plastic pipe are not completely known at this time. This procedure takes into account those factors that are known to have important influences and provides a tool for investigating others.  
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.  
5.5 Great care must be used to ensure that specimens are representative of the pipe under evaluation. Departure...
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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.  
1.2 This test method provides a method of characterizing plastics in the form of pipe under the conditions prescribed.  
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 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.  
1.5 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 F758-14(2023)(Specification)
Standard Specification for Smooth-Wall Poly(Vinyl Chloride) (PVC) Plastic Underdrain Systems for Highway, Airport, and Similar Drainage

ABSTRACT
This specification covers the requirements for smooth-wall perforated and nonperforated poly(vinyl chloride) (PVC) plastic pipe and couplings for use in subsurface drainage systems of highways, airports, and similar applications. Two classes (or pipe stiffness) are included and designated as PS 28 and PS 46. The pipe stiffness, impact resistance, pipe flattening, and solvent cement joint tightness shall be tested to meet the requirements prescribed.
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1.1 This specification covers the requirements for smooth-wall perforated and nonperforated poly(vinyl chloride) (PVC) plastic pipe and couplings for use in subsurface drainage systems of highways, airports, and similar applications in nominal sizes of 4, 6, and 8 in. and in pipe stiffnesses (PS) that are designated as Type PS 28 and Type PS 46 in accordance with its minimum pipe stiffness.  
1.2 Molded fittings for use with highway underdrain pipe are in accordance with Specification D3034. For convenience, some of these fittings are reproduced in Annex A1.  
1.3 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.  
Note 1: Type PS 28 and Type PS 46 indicate “pipe stiffness” of 28 and 46, respectively, as outlined in 11.1.
Note 2: Pipe and fittings should be installed in accordance with Practice D2321, or applicable state or local specifications.  
1.4 Units—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.  
1.5 The following safety hazards caveat pertains only to the test methods portion, Section 11, 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.

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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...
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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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