1、Designation: F1732 12Standard Specification forPoly(Vinyl Chloride) (PVC) Sewer and Drain Pipe ContainingRecycled PVC Material1This standard is issued under the fixed designation F1732; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revisio
2、n, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope*1.1 This specification covers pipe made from PVC com-pound that includes recycled PVC material. This speci
3、ficationcovers requirements and test methods for materials,dimensions, workmanship, chemical resistance, and joint tight-ness of poly(vinyl chloride) (PVC) sewer and drain pipe.Four-inch perforated pipe is also covered; the joint tightnesstest is not applicable for this product. A form of marking to
4、indicate compliance with this specification is also included.1.2 The values stated in inch-pound units are to be regardedas standard. The values given in parentheses are mathematicalconversions to SI units that are provided for information onlyand are not considered standard.1.3 The text of this sta
5、ndard references notes and footnoteswhich provide explanatory material. These notes, footnotes,and theAppendices (excluding those in tables and figures) shallnot be considered as requirements of this standard.1.4 The following precautionary caveat pertains only to thetest methods portion, Section 7,
6、 of this specification: Thisstandard does not purport to 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 healthpractices and determine the applicability of regulatory limita-tions prior to us
7、e.2. Referenced Documents2.1 ASTM Standards:2D618 Practice for Conditioning Plastics for TestingD1600 Terminology forAbbreviated Terms Relating to Plas-ticsD1784 Specification for Rigid Poly(Vinyl Chloride) (PVC)Compounds and Chlorinated Poly(Vinyl Chloride)(CPVC) CompoundsD2122 Test Method for Dete
8、rmining Dimensions of Ther-moplastic Pipe and FittingsD2152 Test Method for Adequacy of Fusion of ExtrudedPoly(Vinyl Chloride) (PVC) Pipe and Molded Fittings byAcetone ImmersionD2321 Practice for Underground Installation of Thermoplas-tic Pipe for Sewers and Other Gravity-Flow ApplicationsD2412 Test
9、 Method for Determination of External LoadingCharacteristics of Plastic Pipe by Parallel-Plate LoadingD2444 Test Method for Determination of the Impact Resis-tance of Thermoplastic Pipe and Fittings by Means of aTup (Falling Weight)D2564 Specification for Solvent Cements for Poly(VinylChloride) (PVC
10、) Plastic Piping SystemsD2729 Specification for Poly(Vinyl Chloride) (PVC) SewerPipe and FittingsD3034 Specification for Type PSM Poly(Vinyl Chloride)(PVC) Sewer Pipe and FittingsF412 Terminology Relating to Plastic Piping Systems2.2 Federal Standard:Fed. Std. No. 123 Marking for Shipment (Civil Age
11、ncies)32.3 Military Standard:MIL-STD-129 Marking for Shipment and Storage33. Terminology3.1 DefinitionsDefinitions used are in accordance withTerminology F412, and abbreviations are in accordance withTerminology D1600, unless otherwise specified. The abbrevia-tion for poly(vinyl chloride) is PVC.3.2
12、 Definitions of Terms Specific to This Standard:3.2.1 external recycled materialclean rework materialgenerated by a manufacturer, processor, or fabricator in afacility outside the plant where this pipe (PS 1) is made.3.2.2 internal recycled materialclean rework materialgenerated from the manufacture
13、rs own pipe or fitting produc-tion.1This specification is under the jurisdiction of ASTM Committee F17 on PlasticPiping Systems and is the direct responsibility of Subcommittee F17.62 on Sewer.Current edition approved Feb. 1, 2012. Published March 2012. Originallyapproved as PS 1 in 1994. Last previ
14、ous edition approved in 1996 asF173296(2005). DOI: 10.1520/F1732-12.2For 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 Document Summary page onthe ASTM w
15、ebsite.3Available from Standardization Documents Order Desk, DODSSP, Bldg. 4,Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098, http:/dodssp.daps.dla.mil.*A Summary of Changes section appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Con
16、shohocken, PA 19428-2959. United States13.2.3 post-consumer recycled materialthose plastics com-posed of post-consumer material or recovered material only, orboth, that may or may not have been subjected to additionalprocessing steps of the types used to make products such asrecycled-regrind, or rep
17、rocessed or reconstituted plastics.These materials must be clean and graded as to material cellclass.3.2.4 recycled materialsgeneral term that encompasses allthree subgroupsexternal recycled material, internal recycledmaterial, and post-consumer recycled material.NOTE 1The terms in 3.2.1 and 3.2.3 c
18、ome from ISO TC 138 SC1. Useof recycled materials will reduce the amount of landfill space needed.4. Significance and Use4.1 The requirements of this specification are intended toprovide pipe suitable for non-pressure drainage of sewage,surface water, and certain other liquid wastes in applicationso
19、utside the building limits where toughness, resistance todeterioration from action of water and chemicals, dimensionalstability, resistance to aging and, except for the perforated pipe,where strong tight joints are required. The PVC plastic sewerand drain pipe described in this specification are not
20、 intendedfor use as public or municipal collector sewers, or theirextended branches, but they are intended for the following:4.1.1 Building sewers and underground drains,4.1.2 Storm drainage,4.1.3 House connections to septic tanks,4.1.4 Leaching system piping for septic tank effluents,4.1.5 Footing
21、drains (foundation drains),4.1.6 Industrial waste disposal,4.1.7 Land drainage.5. Materials5.1 GeneralThe pipe shall be made from a PVC com-pound having a minimum tensile strength of 4000 psi (27.6MPa) and a minimum cell class of 12154-C in accordance withSpecification D1784. This PVC compound shall
22、 contain aminimum of 5 % of recycled PVC material. Compounds thathave different cell classification because one or more propertiesare superior to those of the specified compounds are alsoacceptable, as long as the pipe meets all the requirements ofthis specification.6. Requirements6.1 WorkmanshipThe
23、 pipe and fittings shall be homoge-neous throughout and free from visible cracks, holes, foreigninclusions, or other injurious defects. The pipe shall be asuniform as commercially practical in color, opacity, density,and other physical properties.6.2 FlatteningThere shall be no evidence of splitting
24、,cracking, or breaking when the pipe is tested in accordancewith 7.4.6.3 Extrusion QualityThe pipe shall not flake or disinte-grate when tested in accordance with Test Method D2152.NOTE 2This test is intended only for use as a quality control test, notfor use as a simulated service test.6.4 Impact R
25、esistanceThe impact resistance of pipe shallbe determined in accordance with Test Method D2444, using a20-lb (10-kg) TupAand Holder B (flat plate), and shall complywith the requirements given in Table 1 (Note 2). For perforatedpipe, samples are to be cut and tested at random without regardto hole lo
26、cation, except that the point of impact shall notcoincide with a perforation.6.5 Dimensions:6.5.1 Pipe dimensions shall comply with Table 2, Table 3,and Table 4, as applicable, when measured in accordance withTest Method D2122.6.5.2 Pipe shall be supplied in 10 ft 614-in. laying lengthsunless otherw
27、ise specified.6.5.3 For belled pipe, the thickness of the belled sectionshall be considered satisfactory if the bell was formed frompipe meeting the requirements of Table 3.6.6 Pipe StiffnessThe pipe stiffness at 5 % deflection(F/y) shall not be less than the values given in Table 5 whentested in ac
28、cordance with Test Method D2412.NOTE 3The 5 % deflection criterion, which was arbitrarily selectedfor testing convenience, should not be considered as a limitation withrespect to in-use deflection. The engineer is responsible for establishingthe acceptable limit.NOTE 4The strength and load-carrying
29、capabilities of plastic drainand sewer pipe are measured and reported as Pipe Stiffness which isdetermined in accordance with Test Method D2412. The term “crushstrength” is not applicable to plastic pipe because (a) the values obtainedcan be significantly different, depending on the bedding, loading
30、, ortesting technique used; and (b) the term derives from rigid pipe and refersto its ultimate strength at rupture.6.7 Solvent CementThe cement shall comply with Speci-fication D2564.6.8 Joint TightnessJoints made with pipe and fittings orwith belled-end pipe shall show no signs of leakage whenteste
31、d in accordance with 7.5.6.9 PerforationsUnless otherwise specified, the perfo-rated pipe shall have two rows of holes 13 mm (12 in.) indiameter on 125-mm (5-in.) centers, with allowable tolerancesof 61mm(116 in.) on the diameter and + 6, 0 mmTABLE 1 Impact Strength Requirements for PVC Sewer and Dr
32、ainPipe at 23C (73F)Nominal PipeSize, in.Drop Heightft (20-lb Tup A) (mm) (10-kg Tup A)2 1.75 (485)3 2.00 (555)4 2.25 (625)5 3.00 (830)6 3.50 (970)F1732 122(+14, 0 in.) on the spacing, and the rows shall be parallel tothe axis of the pipe and 120 6 5 apart when measured inaccordance with 7.5.7. Test
33、 Methods7.1 ConditioningCondition the specimens prior to test at23 6 2C (73.4 6 3.6F) and 50 6 10 % relative humidity fornot less than 40 h in accordance with Procedure A of PracticeD618 for those tests where conditioning is required.7.2 Test ConditionsConduct the tests in the standardlaboratory atm
34、osphere of 23 6 2C and 50 6 10 % relativehumidity, unless otherwise specified.7.3 MaterialsDetermine the physical and chemical prop-erties of PVC compounds used in the manufacture of pipe andfittings meeting this specification in accordance with the testmethods specified in Specifications D1784.7.4
35、FlatteningFlatten three specimens of pipe, 51-mm(2-in.) long, between parallel plates in a suitable press until thedistance between the plates is 40 % of the outside diameter ofthe pipe. The rate of loading shall be uniform and such that thecompression is completed within 2 to 5 min. On removal of t
36、heload, examine the specimens for evidence of splitting,cracking, or breaking.7.5 Joint TightnessJoin two pieces of pipe in accordancewith the manufacturers instructions and with solvent cementin accordance with 6.7. Allow the joined unit to stand for 24 hat room temperature. Subject the unit to an
37、internal waterpressure of 170 kPa (25 psi) at room temperature for 24 h. Thejoints shall not leak.7.6 PerforationFor the perforated pipe the hole diameterand the distance between hole centers shall be measured witha steel rule with at least 1-mm (116-in.) graduations. The anglebetween the two rows o
38、f holes shall be measured with an indexhead capable of measuring accurately to within 1.8. Retest and Rejection8.1 If the results of any test(s) do not meet the requirementsof this specification, the test(s) shall be conducted again onlyby agreement between the purchaser and the seller. Under suchag
39、reement minimum requirements shall not be lowered, nortests omitted, substituted, changed, or modified, nor shallspecification limits be changed. If, upon retest, failure occurs,the quantity of product represented by the test(s) does not meetthe requirements of this specification.9. Certification9.1
40、 When specified in the purchase order or contract, amanufacturers certification shall be furnished to the purchaserthat the material was manufactured, sampled, tested, andinspected in accordance with this specification, and has beenfound to meet the requirements. When specified in the pur-chase orde
41、r or contract, a report of the test results shall befurnished. Each certification so furnished shall be signed by anauthorized agent of the manufacturer.10. Marking and Labeling10.1 Pipe in compliance with this specification shall beclearly marked as follows at intervals of 1.5 m (5 ft) or less:10.1
42、.1 Manufacturers name or trademark and code,10.1.2 Nominal pipe size,10.1.3 Sewer and DrainThe marking “Recycled PVC,”and10.1.4 This designation, ASTM F1732.11. Quality Assurance11.1 When the product is marked with this designation;F1732 the manufacturer affirms that the product wasmanufactured, ins
43、pected, sampled, and tested in accordancewith this specification and has been found to meet therequirements of this specification.12. Installation Procedures12.1 In order to function properly, pipe and fittingsproducedto this specification should be installed in accordance withPractice D2321 or the
44、Plumbing Code requirements.12.2 For installation of perforated pipe, in order to provideadequate drainage of ground waters into the pipe and to sustainproper side support, only Class I material shall be used asrecommended.12.3 Fittings conforming to Specification D2729 or D3034shall be used with thi
45、s pipe.13. Keywords13.1 drain pipe; PVC; recycled PVC; sewer pipeTABLE 2 Diameters and Tolerances for PVC Sewer and DrainPipeNominalPipe Size, in.Average OutsideDiameter, in.(mm)Average InsideDiameter, min, in. (mm)2 2.250 0.006 2.000(57.15 0.15) (50.80)3 3.250 0.008 2.875(82.55 0.20) (73.02)4A4.215
46、 0.009 3.875(107.06 0.22) (98.42)5 5.300 0.010 4.875(134.62 0.25) (123.82)6 6.275 0.011 5.875(159.39 0.28) (149.22)AStandard and perforated pipe.TABLE 3 Minimum Well Thicknesses for PVC Sewer and DrainPipeNominal Pipe Size, in. Minimum Wall Thickness, in. (mm)2 0.070 (1.78)3 0.070 (1.78)4 0.075 (1.9
47、0)5 0.090 (2.27)6 0.100 (2.54)F1732 123SUPPLEMENTARY REQUIREMENTSGOVERNMENT/MILITARY PROCUREMENTThese requirements apply only to federal/military procurement, not domestic sales or transfersS1. Responsibility for Inspection Unless otherwise speci-fied in the contract or purchase order, the producer
48、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 performance of the inspectionand test requirements specified herein, unless the purchaserdisapproves. The purchaser shall have the right
49、 to perform anyof the inspections and tests set forth in this specification wheresuch inspections are deemed necessary to ensure that materialconforms to prescribed requirements.NOTE S1.1In U.S. federal contracts, the contractor is responsible forinspection.S2. Packaging and Marking for U.S. Government Procure-ment:TABLE 4 Socket Dimensions and Tolerances for PVC Sewer Pipe BellsNominalSize, in.A Average Entrance Diameter,in. (mm)B Average Bottom Diameter,in. (mm)C Minimum Socket Depth,in. (mm)AD Minimum Inside D
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