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ASTM F810-01

(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

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 pipe. Methods of marking are also included.
1.2 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.
1.3 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.
1.4 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
09-Apr-2001
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 F810-99 - Standard Specification for Smoothwall Polyethylene (PE) Pipe for Use in Drainage and Waste Disposal Absorption Fields
Effective Date
10-Apr-2001
Replaced By
ASTM F810-07 - Standard Specification for Smoothwall Polyethylene (PE) Pipe for Use in Drainage and Waste Disposal Absorption Fields
Effective Date
15-Feb-2007
Referred By
ASTM F481-97(2019) - Standard Practice for Installation of Thermoplastic Pipe and Corrugated Pipe in Septic Tank Leach Fields
Effective Date
10-Apr-2001

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ASTM F810-01 - Standard Specification for Smoothwall Polyethylene (PE) Pipe for Use in Drainage and Waste Disposal Absorption FieldsASTM F810-01 - Standard Specification for Smoothwall Polyethylene (PE) Pipe for Use in Drainage and Waste Disposal Absorption Fields
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ASTM F810-01 - Standard Specification for Smoothwall Polyethylene (PE) Pipe for Use in Drainage and Waste Disposal Absorption Fields
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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
An American National Standard
Designation: F 810 – 01
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 F 810; 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.
1. Scope D 2444 Test Method for Impact Resistance of Thermoplas-
4
tic Pipe and Fittings by Means of a Tup (Falling Weight)
1.1 This specification covers requirements and test methods
D 2729 Specification for Poly(Vinyl Chloride) (PVC)
for workmanship, flattening, dimensions, tolerances, stiffness,
4
Sewer Pipe and Fittings
perforations, environmental stress cracking, bonding, and im-
D 2751 Specification for Acrylonitrile-Butadiene-Styrene
pact resistance for smoothwall perforated and nonperforated
4
(ABS) Sewer Pipe and Fittings
polyethylene (PE) pipe, including coextruded pipe. Methods of
D 2852 Specification for Styrene-Rubber (SR) Plastic Drain
marking are also included.
4
Pipe and Fittings
1.2 The values stated in inch-pound units are to be regarded
D 3033 Specification for Type PSP Poly(Vinyl Chloride)
as the standard. The values given in parentheses are for
4
(PVC) Sewer Pipe and Fittings
information only.
D 3034 Specification for Type PSM Poly(Vinyl Chloride)
1.3 The text of this specification references notes and
4
(PVC) Sewer Pipe and Fittings
footnotes that provide explanatory material. These notes and
D 3350 Specification for Polyethylene Plastics Pipe and
footnotes, excluding those in tables and figures, shall not be
3
Fittings
considered as requirements of this specification.
4
F 412 Terminology Relating to Plastic Piping Systems
1.4 The following precautionary caveat pertains only to the
F 481 Practice for Installation of Thermoplastic Pipe and
test method portion, Section 7, of this specification: This
4
Corrugated Tubing in Septic Tank Leach Fields
standard does not purport to address all of the safety problems,
2.2 Federal Standard:
if any, associated with its use. It is the responsibility of whoever
5
Fed. Std. No. 123 Marking for Shipments (CivilAgencies)
uses this standard to consult and establish appropriate safety
2.3 Military Standard:
and health practices and determine the applicability of regu-
5
MIL-STD-129 Marking for Shipment and Storage
latory limitations prior to use.
3. Terminology
2. Referenced Documents
3.1 Definitions—Definitions are in accordance with Termi-
2.1 ASTM Standards:
nology F 412 and abbreviations are in accordance with Termi-
D 618 Practice for Conditioning Plastics and Electrical
2 nology D 1600, unless otherwise specified. The abbreviation
Insulating Materials for Testing
for polyethylene is PE.
D 1600 Terminology for Abbreviated Terms Relating to
2
Plastics
4. Significance and Use
D 1693 Test Method for Environmental Stress-Cracking of
3 4.1 The requirements of this specification are intended to
Ethylene Plastics
provide smoothwall pipe suitable for soil drainage and waste
D 2122 Test Method for Determining Dimensions of Ther-
4
disposal system absorption fields.
moplastic Pipe and Fittings
D 2412 Test Method for Determination of External Loading
NOTE 1—Industrial waste disposal lines should be installed only with
4
Characteristics of Plastic Pipe by Parallel-Plate Loading the specific approval of the cognizant code authority since chemicals not
commonly found in drains and sewers and temperatures in excess of
140°F (60°C) may be encountered.
NOTE 2—The recommended uses of PE smoothwall pipe covered by
1
This specification is under the jurisdiction ofASTM Committee F17 on Plastic
this specification do not require watertight pressure rated joints. ABS,
Piping Systems and is the direct responsibility of Subcommittee F17.65 on Land
PVC, or styrene fittings may be used provided they conform to Specifi-
Drainage.
cations D 2729, D 2751, D 3033, D 3034, or D 2852.
Current edition approved Apr. 10, 2001. Published June 2001. Originally
published as F 810 – 83. Last previous edition F 810 – 99.
2
Annual Book of ASTM Standards, Vol 08.01.
3 5
Annual Book of ASTM Standards, Vol 08.02. AvailablefromStandardizationDocumentsOrderDesk,Bldg.4SectionD,700
4
Annual Book of ASTM Standards, Vol 08.04. 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 ----------------------
F 810–01
TABLE 2 Diameters, Tolerance, and Minimum Wall Thickness for
5. Materials
PE Smoothwall Pipe
5.1 General—Those PE compounds used in the manufac-
Nominal Average Minimum Wall
ture
...

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5.1 The data obtained by this test method are useful for establishing stress versus failure time relationships in a controlled environment from which the hydrostatic design basis for plastic pipe materials can be computed. (Refer to Test Method D2837 and Practice D2992.)  
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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.  
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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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1.3 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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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.  
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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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