1、Designation: F810 12 (Reapproved 2018)Standard Specification forSmoothwall Polyethylene (PE) Pipe for Use in Drainage andWaste Disposal Absorption Fields1This standard is issued under the fixed designation F810; the number immediately following the designation indicates the year of originaladoption
2、or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A superscriptepsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This specification covers requirements and test methodsfor workmanship, flatt
3、ening, dimensions, tolerances, stiffness,perforations, environmental stress cracking, bonding, and im-pact resistance for smoothwall perforated and nonperforatedpolyethylene (PE) pipe, including coextruded and closed pro-file pipe. Methods of marking are also included.1.2 This specification includes
4、 two stiffness classes, referredto as, “Standard” and “Heavy Duty.”1.3 The values stated in inch-pound units are to be regardedas the standard. The values given in parentheses are forinformation only.1.4 The text of this specification references notes andfootnotes that provide explanatory material.
5、These notes andfootnotes, excluding those in tables and figures, shall not beconsidered as requirements of this specification.1.5 The following precautionary caveat pertains only to thetest method portion, Section 7, of this specification: Thisstandard does not purport to address all of the safety c
6、oncerns,if any, associated with its use. It is the responsibility of the userof this standard to establish appropriate safety, health, andenvironmental practices and determine the applicability ofregulatory limitations prior to use.1.6 This international standard was developed in accor-dance with in
7、ternationally recognized principles on standard-ization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recom-mendations issued by the World Trade Organization TechnicalBarriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2D6
8、18 Practice for Conditioning Plastics for TestingD1600 Terminology forAbbreviated Terms Relating to Plas-ticsD1693 Test Method for Environmental Stress-Cracking ofEthylene PlasticsD2122 Test Method for Determining Dimensions of Ther-moplastic Pipe and FittingsD2321 Practice for Underground Installat
9、ion of Thermoplas-tic Pipe for Sewers and Other Gravity-Flow ApplicationsD2412 Test Method for Determination of External LoadingCharacteristics of Plastic Pipe by Parallel-Plate LoadingD2444 Practice for Determination of the Impact Resistanceof Thermoplastic Pipe and Fittings by Means of a Tup(Falli
10、ng Weight)D2729 Specification for Poly(Vinyl Chloride) (PVC) SewerPipe and FittingsD2751 Specification for Acrylonitrile-Butadiene-Styrene(ABS) Sewer Pipe and Fittings (Withdrawn 2014)3D2852 Specification for Styrene-Rubber (SR) Plastic DrainPipe and FittingsD3033 Specification for Type PSP Poly(Vin
11、yl Chloride)(PVC) Sewer Pipe and Fittings (Withdrawn 1987)3D3034 Specification for Type PSM Poly(Vinyl Chloride)(PVC) Sewer Pipe and FittingsD3350 Specification for Polyethylene Plastics Pipe and Fit-tings MaterialsF412 Terminology Relating to Plastic Piping SystemsF481 Practice for Installation of
12、Thermoplastic Pipe andCorrugated Pipe in Septic Tank Leach Fields2.2 Federal Standard:Fed. Std. No. 123 Marking for Shipments (Civil Agencies)42.3 Military Standard:4MIL-STD-129 Marking for Shipment and Storage1This specification is under the jurisdiction of ASTM Committee F17 on PlasticPiping Syste
13、ms and is the direct responsibility of Subcommittee F17.65 on LandDrainage.Current edition approved Feb. 1, 2018. Published March 2018. Originallyapproved in 1983. Last previous edition approved in 2012 as F810 12. DOI:10.1520/F0810-12R18.2For referenced ASTM standards, visit the ASTM website, www.a
14、stm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3The last approved version of this historical standard is referenced onwww.astm.org.4Available from DLA Document Services,
15、 Building 4/D, 700 Robbins Ave.,Philadelphia, PA 19111-5094, http:/quicksearch.dla.mil.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United StatesThis international standard was developed in accordance with internationally recognized principles o
16、n standardization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.13. Terminology3.1 DefinitionsDefinitions are in accordance with Termi-nology F412
17、and abbreviations are in accordance with Termi-nology D1600, unless otherwise specified. The abbreviation forpolyethylene is PE.4. Significance and Use4.1 The requirements of this specification are intended toprovide smoothwall pipe suitable for soil drainage and wastedisposal system absorption fiel
18、ds.NOTE 1Industrial waste disposal lines should be installed only withthe specific approval of the cognizant code authority since chemicals notcommonly found in drains and sewers and temperatures in excess of140 F (60 C) may be encountered.NOTE 2The recommended uses of PE smoothwall pipe covered byt
19、his specification do not require watertight pressure rated joints. ABS,PVC, or styrene fittings may be used provided they conform to Specifi-cations D2729, D2751, D3033, D3034,orD2852.5. Materials5.1 GeneralThose PE compounds used in the manufac-ture of PE smoothwall pipe shall conform with the requ
20、ire-ments of cell class 424410 as defined and described inSpecification D3350. The compound ingredients may consistof lubricants, stabilizers, nonpoly(ethylene) resin modifiers,and pigments essential for processing, property control, andcoloring. Compounds that have higher cell classifications inone
21、 or more properties are acceptable provided product re-quirements are met.5.1.1 Both Class C and Class B pigments may be used. Theuse of either pigment, used separately or together as is the casein coextruded tubing, should provide adequate ultravioletprotection and be acceptable to the purchaser as
22、 satisfactory forthe intended use.6. Requirements6.1 WorkmanshipThe pipe or each layer of coextrudedpipe shall be homogeneous throughout and essentially uniformin color, opacity, density, and other properties. The inside andoutside surfaces shall be semi-matte or glossy in appearanceand free of chal
23、king, sticky, or tacky material. The pipe wallsshall be free of cracks, holes, blisters, voids, foreign inclusion,or other defects that are visible to the naked eye and that mayaffect the wall integrity. Holes deliberately placed in perforatedpipe are acceptable. The surfaces shall be free of excess
24、ivebloom. Bloom or chalking may develop in pipe exposed todirect rays of the sun (ultraviolet radiant energy) for extendedperiods and consequently these requirements do not apply topipe after extended exposure to direct rays of the sun.6.2 FlatteningThere shall be no evidence of splitting,cracking,
25、or breaking when the pipe is tested in accordancewith 7.3.6.3 Impact ResistanceThe impact resistance of the pipeshall be tested in accordance with Test Method D2444, usingthe 20-lb (9.1-kg) Tup B and Holder A, and shall comply withthe requirements given in Table 1. Five specimens shall betested, and
26、 all five must pass. For perforated pipe, samples areto be cut and tested at random without regard to hole locations,except that the point of impact shall not coincide with aperforation.6.4 Dimensions:6.4.1 Pipe dimensions (for both perforated and nonperfo-rated pipe) shall comply with Table 2 when
27、measured inaccordance with Test Method D2122.6.4.2 Pipe shall be supplied in 10 ft 614 in. (3.05 m 6 6.4mm) laying lengths unless otherwise specified. The length ofpipe is to be measured in accordance with Test Method D2122.6.4.3 For belled pipe fabricated from pipe sections, thethickness of the bel
28、led section shall be considered satisfactoryif the bell was formed from pipe meeting the requirements ofTable 2. The minimum bell depth shall be 134 in. (44 mm). Thelength of bell is to be measured in accordance with TestMethod D2122 on socket depth.6.5 Pipe StiffnessThe pipe stiffness at 5 % deflec
29、tion(F/y) shall not be less than the values given in Table 3 for thetwo stiffness classes when tested in accordance with TestMethod D2412.NOTE 3The 5 % deflection criterion, which was arbitrarily selectedfor testing convenience, should not be considered as a limitation withrespect to in-use deflecti
30、on. The engineer is responsible for establishingthe acceptable limit.NOTE 4The strength and load-carrying capabilities of PE smoothwallpipe are measured and reported as pipe stiffness, which is determined inaccordance with Test Method D2412. The term “crush strength” is notapplicable to plastic pipi
31、ng because (a) the values obtained can besignificantly different, depending on the bedding, loading, or testingtechnique used; and (b) the term derives from rigid pipe and refers to itsultimate strength at rupture.6.6 PerforationsWhen perforations are necessary, theyshall be cleanly cut and uniforml
32、y spaced along the length andcircumference of the tubing in a size, shape, and pattern to suitthe needs of the specifier. Unless otherwise specified, absorp-tion field tubing shall have two or more rows of equispacedholes from12 to34 in. (12.5 to 19 mm) in diameter at amaximum of 5-in. (125-mm) cent
33、ers. Rows and spacing shallTABLE 1 Impact Strength Requirements for PE Smoothwall Pipeat 73 F (23 C)NominalPipe Size,in. (mm)Impact Strengthftlbf J3 (75) 40 544 (100) 45 616 (150) 70 95TABLE 2 Diameters, Tolerance, and Minimum Wall Thickness forPE Smoothwall PipeNominalPipe Size,in. (mm)Average Outs
34、ideDiameter, in. (mm)AverageInside Diameter,min, in. (mm)Minimum WallThickness, in.(mm)3 (75) 3.250 0.008 2.875 0.090 (2.28)(82.55 0.15) (73.02)4 (100) 4.215 0.009 3.875 0.095 (2.41)(107.06 0.22) (98.42)6 (150) 6.275 0.011 5.875 0.125 (3.18)(159.39 0.28) (149.22)F810 12 (2018)2be parallel to the axi
35、s of the pipe and 120 6 5 apart whenmeasured in accordance with 7.4. The tubing shall be markedas designated in accordance with 9.1 at the 12 oclock position,relative to the holes at the nominal 4 and 8 oclock positions.6.7 Environmental Stress Cracking There shall be nocracking or splitting of pipe
36、 when tested in accordance with7.5.6.8 BondFor coextruded pipe, the bond between thelayers shall be strong and uniform. It shall not be possible toseparate any two layers with a probe or point of a knife bladeso that the layers separate cleanly at any point, nor shallseparation of bond occur, betwee
37、n layers, during testingperformed under the requirements of this specification.7. Test Methods7.1 ConditioningCondition the specimen prior to test at70 to 77 F (23 6 2 C) for not less than 24 h in accordancewith Procedure A in Practice D618 for those tests whereconditioning is required and in all ca
38、ses of disagreement.7.2 Test ConditionsConduct the test in a laboratory tem-perature of 70 to 77 F (23 6 2 C) unless otherwise specified.7.3 FlatteningFlatten three specimens of pipe, 6-in. (152-mm) long, between parallel plates in a suitable press until thedistance between the plates is 40 % of the
39、 original outsidediameter of the pipe. The rate of vertical displacement shall beuniform and such that the flattening is completed within 2 to 5min. On removal of the load, examine the specimens forevidence of splitting, cracking, or breaking.7.4 PerforationsFor the perforated pipe, the hole diamete
40、rand the distance between hole centers shall be measured witha steel rule having at the largest116-in. (1-mm) graduations.The angle between the two rows of holes shall be measuredwith an index head capable of measuring accurately to within1.7.5 Environmental Stress Cracking Test sections of tubingfo
41、r environmental stress cracking in accordance with TestMethod D1693, except for the following modifications:7.5.1 Three specimens shall be tested.7.5.2 Each specimen shall consist of a strip of pipe 1-in.(25.4-mm) wide and14 circumference (90 arc) long withoutperforations.7.5.3 Bend the specimens fo
42、r testing in the amount of 20 61 % and retain in this position. Determine the arc chorddimension B, (see Fig. 1) of the specimen under test as follows:B = 0.8 Awhere:A = the arc chord dimension before bending, andB = the same dimension taken after bending (see Fig. 1).7.5.4 Place the specimens in a
43、beaker of suitable size andcover completely with a preheated wetting agent (Note 5)at122 F (50 C).NOTE 5This method is based on the use of nonylphenoxy poly(eth-yleneoxy)ethanol.7.5.5 Place the specimens in the constant-temperature bathfor a period of 24 h at 122 F (50 C), then remove and inspectimm
44、ediately.8. Rejection and Retest8.1 Pipe that fails to conform to the requirements of thisspecification may be rejected. Rejection should be reported tothe producer or supplier promptly and in writing. In case ofdissatisfaction with the results of the test, the producer orsupplier may request a rete
45、st.9. Marking and Labeling9.1 Pipe in compliance with this specification shall beclearly marked as indicated in 6.6 at intervals of 5 ft (1.50 m)or less as follows:9.1.1 Manufacturers name or trademark,9.1.2 PE (polyethylene),9.1.3 Nominal pipe size, and9.1.4 This designation, “ASTM F810S” or “F810H
46、D.”9.2 The markings shall be applied to the pipe in such amanner that they remain legible (easily read) after installationand inspection have been completed.10. Installation Procedures10.1 In order to function properly, pipe produced to thisspecification should be installed in accordance with Practi
47、ceF481, when used in waste disposal absorption fields.10.2 Pipe used for drainage applications should be installedin a gravel envelope in accordance with Practice D2321.11. Quality Assurance11.1 When the product is marked with this ASTM designa-tion (F810), the manufacturer affirms that the product
48、wasmanufactured, inspected, sampled, and tested in accordancewith this specification and has been found to meet therequirements of this specification.TABLE 3 Minimum Pipe Stiffness, F/y, at 5 % DeflectionMinimum Pipe Stiffness, psi (kPa)NominalPipe Size,in. (mm)Standard Heavy Dutypsi kPa psi kPa3 (7
49、5) 19 131 40 2754 (100) 11 75 22 1506 (150) 8 55 18 125FIG. 1 Specimen ConfigurationF810 12 (2018)312. Keywords12.1 drain pipe; fittings; perforated pipe; pipe; polyethylene;under-drainSUPPLEMENTARY REQUIREMENTSGOVERNMENT/MILITARY PROCUREMENTThese supplementary requirements apply only to federal/military procurement, not domestic sales ortransfers.S1. Responsibility for InspectionUnless otherwise speci-fied in the contract or purchase order, the producer is respon-sible for the performance of all inspection and test requ
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