1、Designation: F758 95 (Reapproved 2007)1F758 14 An American National StandardStandard Specification forSmooth-Wall Poly(Vinyl Chloride) (PVC) Plastic UnderdrainSystems for Highway, Airport, and Similar Drainage1This standard is issued under the fixed designation F758; the number immediately following
2、 the designation indicates the year of originaladoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.Asuperscriptepsilon () indicates an editorial change since the last revision or reapproval.This standard has been approved for u
3、se by agencies of the U.S. Department of Defense.1 NOTESection 7.2.8.1 was editorially corrected in February 2007.1. Scope Scope*1.1 This specification covers the requirements for smooth-wall perforated and nonperforated poly(vinyl chloride) (PVC) plasticpipe and couplings for use in subsurface drai
4、nage 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 pipestiffness.1.2 Molded fittings for use with highway underdrain pipe are in accordance with S
5、pecification D3034. For convenience, someof 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 informationonly.NOTE 1Type PS 28 and Type PS 46 indicate “pipe stiffness” of 28 and 46, respecti
6、vely, as outlined in 11.1.NOTE 2Pipe and fittings should be installed in accordance with Practice D2321, or applicable state or local specifications.1.4 The following safety hazards caveat pertains only to the test methods portion, Section 1111, of this specification: Thisstandard does not purport t
7、o address all of the safety concerns, if any, associated with its use. It is the responsibility of the userof this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations priorto use.2. Referenced Documents2.1 ASTM Standards:2D618 Pract
8、ice for Conditioning Plastics for TestingD1600 Terminology for Abbreviated Terms Relating to PlasticsD1784 Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC)CompoundsD2122 Test Method for Determining Dimensions of Thermoplastic Pipe and FittingsD
9、2152 Test Method for Adequacy of Fusion of Extruded Poly(Vinyl Chloride) (PVC) Pipe and Molded Fittings by AcetoneImmersionD2321 Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow ApplicationsD2412 Test Method for Determination of External Loading Character
10、istics of Plastic Pipe by Parallel-Plate LoadingD2444 Test Method for Determination of the Impact Resistance of Thermoplastic Pipe and Fittings by Means of a Tup (FallingWeight)D2564 Specification for Solvent Cements for Poly(Vinyl Chloride) (PVC) Plastic Piping SystemsD2855 Practice for Making Solv
11、ent-Cemented Joints with Poly(Vinyl Chloride) (PVC) Pipe and FittingsD3034 Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and FittingsD3212 Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals1 This specification is under the jurisdiction ofAS
12、TM Committee F17 on Plastic Piping Systems and is the direct responsibility of Subcommittee F17.65 on Land Drainage.Current edition approved Feb. 1, 2007Nov. 1, 2014. Published February 2007December 2014. Originally approved in 1982. Last previous edition approved in 20002007as F758 95(2000).(2007)1
13、. DOI: 10.1520/F0758-95R07E01.10.1520/F0758-14.2 For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the standards Document Summary page on the ASTM website.This document
14、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. Becauseit may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appro
15、priate. In all cases only the current versionof the standard as published by ASTM is to be considered the official document.*A Summary of Changes section appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United Stat
16、es1D4396 Specification for Rigid Poly(Vinyl Chloride) (PVC) and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds forPlastic Pipe and Fittings Used in Nonpressure ApplicationsF402 Practice for Safe Handling of Solvent Cements, Primers, and Cleaners Used for Joining Thermoplastic Pipe and FittingsF41
17、2 Terminology Relating to Plastic Piping Systems2.2 Federal Standard:Fed. Std. No. 123 Marking for Shipments (Civil Agencies)32.3 Military Standard:MIL-STD-129 Marking for Shipment and Storage33. Terminology3.1 DefinitionsDefinitions are in accordance with Terminology F412, and abbreviations are in
18、accordance with TerminologyD1600, unless otherwise specified. The abbreviation for poly(vinyl chloride) plastic is PVC.4. Classification4.1 Two classes (or pipe stiffness) are included and designated as PS 28 and PS 46 as determined in accordance with 11.1.5. Materials5.1 The pipe shall be made of P
19、VC plastic having a minimum cell classification of 12454 or 12364 as defined in SpecificationD1784 or a minimum cell classification of 11432 or 11332 as defined in specification D4396. Homopolymer PVC compounds mustequal or exceed the requirements of the listed cell classification numbers.5.2 Rework
20、 MaterialRework material from the manufacturers own pipe or fittings production may be used by the samemanufacturer, provided that the pipe or fabricated fittings produced meet all the requirements of this specification.6. Joint Systems6.1 Gasket-Type Joints, meeting the applicable requirements of S
21、pecification D3212, may be utilized.6.2 Solvent-Cement-Type Joints, made with bell ends meeting the requirements of Table 1; stop-type couplings in conformancewith Table 2; or sleeve-type couplings in conformance with Table 3, may be utilized.6.2.1 Belled ends shall be formed so as to provide a unif
22、orm shoulder around the entire circumference of the pipe.3 Available from Standardization Documents Order Desk, Bldg. 4 Section D, 700 Robbins Ave., Philadelphia, PA 19111-5094, Attn: NPODS.DLA Document ServicesBuilding 4/D 700 Robbins Avenue Philadelphia, PA 19111-5094 http:/quicksearch.dla.mil/TAB
23、LE 1 Socket-Type Bell Dimensions(Belled Ends for Solvent-Cement-Type Pipe and Bends)in.NominalSize, in.AEntranceBSocketBottomCBellDepth,min4 4.235 0.009 4.210 0.009 1.7506 6.305 0.011 6.270 0.011 3.0008 8.424 0.012 8.388 0.012 4.000mmNominalSize, in.AEntranceBSocketBottomCBellDepth,min4 107.57 0.22
24、106.93 0.22 44.446 160.15 0.28 159.26 0.28 76.208 213.97 0.30 213.06 0.30 101.60F758 1426.2.2 Solvent-cemented joints shall be made using PVC cement meeting the requirements of Specification D2564, and shall bemade in accordance with Practice D2855 and Practice F402.7. Requirements7.1 WorkmanshipThe
25、 pipe shall be homogeneous throughout and essentially uniform in color, opacity, density, and otherproperties. The inside and outside surfaces shall be semimatte or glossy in appearance (depending on the type of plastic) and freeof chalking, sticky, or tacky material. The surfaces shall be free of e
26、xcessive bloom, that is, slight bloom is acceptable. The pipewalls shall 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 perforated pipe are acceptable. Bloom or chalk
27、ing may develop in pipeexposed to direct rays of the sun (ultraviolet radiant energy) for extended periods and consequently these requirements do not applyto pipe after extended exposure to direct rays of the sun.7.2 Dimensions and Tolerance:7.2.1 Outside DiameterThe outside diameter and tolerances
28、shall meet the requirements of Table 4 when measured inaccordance with Test Method D2122. The tolerances for out-of-roundness shall apply to pipe prior to shipment.7.2.2 Wall ThicknessThe actual wall thickness of pipe shall be the wall required to meet the physical requirements of thisspecification
29、but not less than that shown in Table 4 when measured in accordance with Test Method D2122.7.2.3 LengthLaying length shall be 20 ft (6.1 m) (or as mutually agreed upon between the purchaser and the manufacturer).A tolerance of 61 in. (625 mm) shall be permitted.TABLE 2 Dimensions of Bendsin.NominalS
30、ize, in. Angle RadiusSocketDepthALength ofTangentDimen-sionJ, minDimen-sionL, min4 459016, 24, 3616, 24, 361.750 2.006 459024, 3624, 363.000 3.508 459024, 3624, 364.000 5.00mmNominalSize, in. Angle RadiusSocketDepthALength ofTangentDimen-sionJ, minDimen-sionL, min4 4590406.4 609.6 914.4406.4 609.6 9
31、14.444.44 50.806 4590609.6 914.4609.6 914.476.20 88.908 4590609.6 914.4609.6 914.4101.60 127.00ASocket dimensions shall be as shown in Table 1.F758 1437.2.4 PerforationsPerforated pipe shall be perforated in accordance with Table 5. The perforations shall be approximatelycircular and cleanly cut. Th
32、e spigot end, and bell, of belled-end pipe may be unperforated for a length equal to the depth of thesocket or shoulder, or both.7.2.5 Integral Bell DimensionsIntegral bell dimensions of pipe, bends, and sweeps shall comply with Table 1. Elastomericseal joints shall meet dimensions recommended by th
33、e manufacturer. The thickness of the wall shall be considered satisfactory ifthe bell was formed from pipe meeting the requirements of this specification.7.2.6 Sleeve-Type Coupling DimensionsDimensions shall be in accordance with Table 3. Sleeve-type couplings shall have awall thickness not less tha
34、n that required for pipe and shall meet the requirements of Section 8.7.2.7 Fitting Dimensions:7.2.7.1 Molded FittingsSee Annex A1.7.2.7.2 Fabricated fittings are acceptable provided they are made from pipe that meets or exceeds all of the applicablerequirements of this specification.7.2.8 Bend Dime
35、nsions:7.2.8.1 The dimensions for bends shall be as shown in Table 2.TABLE 3 Sleeve Coupling Dimensionsin.NominalPipe Size,in.Dimension A Dimension BDimension t,min4 3.5 0.250 4.230 0.005 0.1206 6.0 0.250 6.291 0.005 0.1808 8.0 0.250 8.418 0.006 0.240mmNominalPipe Size,in.Dimension A Dimension B Dim
36、ension t,min4 88.8 6.34 107.44 0.13 3.056 152.4 6.34 159.77 0.13 4.578 203.2 6.34 213.74 0.15 6.10TABLE 4 Pipe Dimensionsin.NominalSize,in.Outside Diameter Minimum Wall ThicknessAverageToleranceOut-of-RoundnessA TypePS 28TypePS 46min max4 4.215 0.009 4.165 4.265 0.103 0.1206 6.275 0.011 6.225 6.325
37、0.153 0.1808 8.400 0.012 8.325 8.475 0.205 0.240mmNominalSize,in.Outside Diameter Minimum Wall ThicknessAverage Toler-anceOut-of-RoundnessA TypePS 28TypePS 46min max4 107.06 0.22 105.80 108.34 2.62 3.056 159.38 0.28 158.12 160.66 3.88 4.578 213.36 0.30 212.08 214.62 5.20 6.10AThe The tolerance for o
38、ut-of-roundness applies only at the time of production.F758 1447.2.8.2 The thickness of the wall shall be considered satisfactory if the bend was formed from Type PS 46 pipe that meets therequirements of this specification.8. Performance Requirements8.1 General:8.1.1 Pipe StiffnessThe pipe stiffness
39、 (F/Y) values shall be in conformance with Table 6, when tested in accordance with11.1.8.2 Quality Control:8.2.1 ScopeThe tests in this section are producers quality control tests and are not intended for simulated service tests.8.2.2 Impact StrengthThe minimum drop weight impact strength values for
40、 pipe and fabricated fittings shall be as given inTable 7, when tested in accordance with 11.2.NOTE 3Development of a test for molded fittings is under study by ASTM. Requirements will be included when available.8.2.3 Pipe FlatteningWhen examined without the use of magnification equipment, there sha
41、ll be no evidence of splitting,cracking, or breaking when pipe is tested in accordance with 11.3.8.2.4 Solvent Cement Joint Tightness (Referee Test)The solvent-cement-type joints of nonperforated pipe shall not leak whentested in accordance with 11.4.8.2.5 Extrusion QualityThe pipe shall not flake o
42、r disintegrate when tested for 20 min in accordance with Test Method D2152.TABLE 5 PerforationsANominalDiameter,in.MinimumRowsof Perfo-rationsHole SizeA Hole SpacingAmm in. mm in.4 2 4.8 to 9.7 316 to 38 82.55 6.35 314 146 4 4.8 to 9.7 316 to 38 82.55 6.35 314 148 4 4.8 to 9.7 316 to 38 82.55 6.35 3
43、14 14ACombination Combination of hole size and spacing of holes shall provide aminimum inlet area greater than 0.2200 in.2/ft of pipe (that is, 316-in. holes at 3-in.center would permit a 0.2206-in.2 area).TABLE 6 Pipe Stiffness(Minimum Pipe Stiffness at 5 % Deflection (F/y)NominalPipeSize, in.Pipe
44、Stiffness,kPaPipe Stiffness,lbf/in.in.TypePS 28TypePS 46TypePS 28TypePS 464 190 320 28 466 190 320 28 468 190 320 28 46F758 1459. Retest and Rejection9.1 If the results of any test(s) do not meet the requirements of this specification, the test(s) may be conducted again inaccordance with an agreemen
45、t between the purchaser and the seller. There shall be no agreement to lower the minimumrequirement of the specification by such means as omitting tests that are a part of the specification, substituting or modifying a testmethod, or by changing the specification limits. In retesting, the product re
46、quirements of this specification shall be met, and thetest methods designated in the specification shall be followed. If, upon retest, failure occurs, the quantity of product representedby the test(s) does not meet the requirements of this specification.10. Conditioning10.1 Referee TestingWhen condi
47、tioning is required for tests, the specimens shall be conditioned in accordance with ProcedureA in Practice D618 at 23 6 2C and 50 6 5 %10 % relative humidity for not less than 40 h prior to test. The impact specimensand the surrounding conditioning medium are to be in thermal equilibrium with one a
48、nother at a temperature of 0 to 1.6C. Testsshall be conducted under the same conditions of temperature and humidity, unless otherwise specified.10.2 Quality Control:10.2.1 For quality control tests, specimens shall be conditioned for a minimum of 3 h in air, or 1 h in liquid at 23 6 2C. Theyshall be
49、 tested at 23 6 2C without regard to relative humidity.10.2.2 For the impact test, specimens shall be conditioned at 0 to 1.6C for at least 1 h in liquid or other suitable means to obtainthermal equilibrium.11. Test Methods11.1 Pipe StiffnessDetermine the pipe stiffness at 5 % deflection using Test Method D2412. Test three specimens each 6 6116 in. (150 6 2 mm) long and determine the average pipe stiffness at 5 % deflection in accordance with 9
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