ASTM F810-2007 Standard Specification for Smoothwall Polyethylene (PE) Pipe for Use in Drainage and Waste Disposal Absorption Fields《排水和废物处置吸收场地用的光滑壁聚乙烯(PE)管的标准规范》.pdf

《ASTM F810-2007 Standard Specification for Smoothwall Polyethylene (PE) Pipe for Use in Drainage and Waste Disposal Absorption Fields《排水和废物处置吸收场地用的光滑壁聚乙烯(PE)管的标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM F810-2007 Standard Specification for Smoothwall Polyethylene (PE) Pipe for Use in Drainage and Waste Disposal Absorption Fields《排水和废物处置吸收场地用的光滑壁聚乙烯(PE)管的标准规范》.pdf（4页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: F 810 07An American National StandardStandard Specification forSmoothwall Polyethylene (PE) Pipe for Use in Drainage andWaste Disposal Absorption Fields1This standard is issued under the fixed designation F 810; the number immediately following the designation indicates the year oforigi

2、nal adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.1. Scope1.1 This specification covers requirements and test methodsfor work

3、manship, flattening, dimensions, tolerances, stiffness,perforations, environmental stress cracking, bonding, and im-pact resistance for smoothwall perforated and nonperforatedpolyethylene (PE) pipe, including coextruded pipe. Methods ofmarking are also included.1.2 The values stated in inch-pound un

4、its are to be regardedas the standard. The values given in parentheses are forinformation only.1.3 The text of this specification references notes andfootnotes that provide explanatory material. These notes andfootnotes, excluding those in tables and figures, shall not beconsidered as requirements o

5、f this specification.1.4 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 problems,if any, associated with its use. It is the responsibility of whoeveruses this standard to consult

6、 and establish appropriate safetyand health practices and determine the applicability of regu-latory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2D 618 Practice for Conditioning Plastics for TestingD 1600 Terminology for Abbreviated Terms Relating toPlasticsD 1693 Test Method

7、for Environmental Stress-Cracking ofEthylene PlasticsD 2122 Test Method for Determining Dimensions of Ther-moplastic Pipe and FittingsD 2321 Practice for Underground Installation of Thermo-plastic Pipe for Sewers and Other Gravity-Flow Applica-tionsD 2412 Test Method for Determination of External Lo

8、adingCharacteristics of Plastic Pipe by Parallel-Plate LoadingD 2444 Test Method for Determination of the Impact Re-sistance of Thermoplastic Pipe and Fittings by Means of aTup (Falling Weight)D 2729 Specification for Poly(Vinyl Chloride) (PVC)Sewer Pipe and FittingsD 2751 Specification for Acryloni

9、trile-Butadiene-Styrene(ABS) Sewer Pipe and FittingsD 2852 Specification for Styrene-Rubber (SR) Plastic DrainPipe and FittingsD 3033 Specification for Type PSP Poly(Vinyl Chloride)(PVC) Sewer Pipe and Fittings3D 3034 Specification for Type PSM Poly(Vinyl Chloride)(PVC) Sewer Pipe and FittingsD 3350

10、 Specification for Polyethylene Plastics Pipe andFittings MaterialsF 412 Terminology Relating to Plastic Piping SystemsF 481 Practice for Installation of Thermoplastic Pipe andCorrugated Pipe in Septic Tank Leach Fields2.2 Federal Standard:Fed. Std. No. 123 Marking for Shipments (Civil Agencies)42.3

11、 Military Standard:MIL-STD-129 Marking for Shipment and Storage43. Terminology3.1 DefinitionsDefinitions are in accordance with Termi-nology F 412 and abbreviations are in accordance with Termi-nology D 1600, unless otherwise specified. The abbreviationfor polyethylene is PE.4. Significance and Use4

12、.1 The requirements of this specification are intended toprovide smoothwall pipe suitable for soil drainage and wastedisposal system absorption fields.NOTE 1Industrial waste disposal lines should be installed only withthe specific approval of the cognizant code authority since chemicals notcommonly

13、found in drains and sewers and temperatures in excess of140F (60C) may be encountered.1This specification is under the jurisdiction of ASTM Committee F17 on PlasticPiping Systems and is the direct responsibility of Subcommittee F17.65 on LandDrainage.Current edition approved Feb. 15, 2007. Published

14、 February 2007. Originallyapproved in 1983. Last previous edition approved in 2001 as F 810 01.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Documen

15、t Summary page onthe ASTM website.3Withdrawn.4Available from Standardization Documents Order Desk, Bldg. 4 Section D, 700Robbins Ave., Philadelphia, PA 19111-5094, Attn: NPODS.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.NOTE 2The

16、 recommended uses of PE smoothwall pipe covered bythis specification do not require watertight pressure rated joints. ABS,PVC, or styrene fittings may be used provided they conform to Specifi-cations D 2729, D 2751, D 3033, D 3034, or D 2852.5. Materials5.1 GeneralThose PE compounds used in the manu

17、fac-ture of PE smoothwall pipe shall conform with the require-ments of cell class 424410 as defined and described inSpecification D 3350. The compound ingredients may consistof lubricants, stabilizers, nonpoly(ethylene) resin modifiers,and pigments essential for processing, property control, andcolo

18、ring. Compounds that have higher cell classifications inone 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

19、ultravioletprotection and be acceptable to the purchaser as 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

20、shall be semi-matte or glossy in appearanceand free of chalking, 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 perforat

21、edpipe are acceptable. The surfaces shall be free of excessivebloom. 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 F

22、latteningThere shall be no evidence of splitting,cracking, 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 D 2444, usingthe 20-lb (9.1-kg) Tup B and Holder A, and shall comply withthe requi

23、rements given in Table 1. Five specimens shall betested, and 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 perfora

24、ted and nonperfo-rated pipe) shall comply with Table 2 when measured inaccordance with Test Method D 2122.6.4.2 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 D 2122.6.4.3 For bell

25、ed pipe fabricated from pipe sections, thethickness of the belled 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 D 2122 on

26、socket depth.6.5 Pipe StiffnessThe pipe stiffness at 5 % deflection(F/Dy) shall not be less than the values given in Table 3 whentested in accordance with Test Method D 2412.NOTE 3The 5 % deflection criterion, which was arbitrarily selectedfor testing convenience, should not be considered as a limit

27、ation withrespect to in-use deflection. 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 D 2412. The term “crush stren

28、gth” is notapplicable to plastic piping 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,

29、 theyshall be cleanly cut and uniformly 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 diame

30、ter at amaximum of 5-in. (125-mm) centers. Rows and spacing shallbe parallel to the axis 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 pos

31、itions.6.7 Environmental Stress Cracking There shall be nocracking or splitting of pipe when tested in accordance with7.5.TABLE 1 Impact Strength Requirements for PE Smoothwall Pipeat 73F (23C)NominalPipe Size,in. (mm)Impact Strengthftlbf J3 (75) 40 544 (100) 45 616 (150) 70 95TABLE 2 Diameters, Tol

32、erance, and Minimum Wall Thickness forPE Smoothwall PipeNominalPipe Size,in. (mm)Average OutsideDiameter, in. (mm)AverageInside Diameter,min, in. (mm)Minimum WallThickness, in.(mm)3 (75) 3.250 6 0.008 2.875 0.090 (2.28)(82.55 60.15) (73.02)4 (100) 4.215 6 0.009 3.875 0.095 (2.41)(107.06 6 0.22) (98.

33、42)6 (150) 6.275 6 0.011 5.875 0.125 (3.18)(159.39 6 0.28) (149.22)TABLE 3 Minimum Pipe Stiffness, F/Dy, at 5 % DeflectionMinimum Pipe Stiffness, psi (kPa)NominalPipe Size,in. (mm)psi kPa3 (75) 19 1314 (100) 11 766 (150) 8 55F8100726.8 BondFor coextruded pipe, the bond between thelayers shall be str

34、ong 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, between layers, during testingperformed under the requirements of this specification.7. Test Methods7.1 Condi

35、tioningCondition the specimen prior to test at70 to 77F (23 6 2C) for not less than 24 h in accordance withProcedure A in Practice D 618 for those tests where condition-ing is required and in all cases of disagreement.7.2 Test ConditionsConduct the test in a laboratory tem-perature of 70 to 77F (23

36、6 2C) 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 original outsidediameter of the pipe. The rate of vertical displacement shall beuniform and such that t

37、he 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 diam-eter and the distance between hole centers shall be measuredwith a steel rule having at the largest116-in.

38、 (1-mm) gradua-tions. The angle between the two rows of holes shall bemeasured with an index head capable of measuring accuratelyto within 1.7.5 Environmental Stress Cracking Test sections of tub-ing for environmental stress cracking in accordance with TestMethod D 1693, except for the following mod

39、ifications: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 for testing in the amount of 20 61 % and retain in this position. Determine the arc chorddimension

40、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 beaker of suitable size andcover completely with a preheated wetting agent (Note 5)at122F (50C).N

41、OTE 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 122F (50C), then remove and inspectimmediately.8. Rejection and Retest8.1 Pipe that fails to conform to the requirements of thisspecificati

42、on 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 retest.9. Marking and Labeling9.1 Pipe in compliance with this specification shall beclearly marked as in

43、dicated 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 F 810.”9.2 The markings shall be applied to the pipe in such amanner that they remain legible (easily read) after ins

44、tallationand inspection have been completed.10. Installation Procedures10.1 In order to function properly, pipe produced to thisspecification should be installed in accordance with PracticeF 481, when used in waste disposal absorption fields.10.2 Pipe used for drainage applications should be install

45、edin a gravel envelope in accordance with Practice D 2321.11. Quality Assurance11.1 When the product is marked with this ASTM designa-tion (F 810), the manufacturer affirms that the product wasmanufactured, inspected, sampled, and tested in accordancewith this specification and has been found to mee

46、t therequirements of this specification.12. Keywords12.1 drain pipe; fittings; perforated pipe; pipe; polyethylene;under-drainFIG. 1 Specimen ConfigurationF810073SUPPLEMENTARY REQUIREMENTSGOVERNMENT/MILITARY PROCUREMENTThese supplementary requirements apply only to federal/military procurement, not

47、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 require-ments specified herein. The producer may use his own or anyother suitable facilities for the

48、performance of the inspectionand test requirements specified herein, unless the purchaserdisapproves. The purchaser shall have the right to perform anyof the inspections and tests set forth in this specification wheresuch inspections are deemed necessary to ensure that materialconforms to prescribed

49、 requirements.NOTE S1.1In U.S. federal contracts, the contractor is responsible forinspection.S2. Packaging and Marking for U.S. Government Procure-ment:S2.1 PackagingUnless otherwise specified in the con-tract, the materials shall be packaged in accordance with thesuppliers standard practice in a manner ensuring arrival atdestination in satisfactory condition and which will be accept-able to the carrier at lowest rates. Containers and packing shallcomply with Uniform Freight Classification rules or NationalMotor Freight Classification