ASTM F2306 F2306M-2013 Standard Specification for 12 to 60 in [300 to 1500 mm] Annular Corrugated Profile-Wall Polyethylene (PE) Pipe and Fittings for Gravity-Flow Storm Sewer and .pdf

1、Designation: F2306/F2306M 11 F2306/F2306M 13 An American National StandardStandard Specification for12 to 60 in. 300 to 1500 mm Annular Corrugated Profile-Wall Polyethylene (PE) Pipe and Fittings for Gravity-FlowStorm Sewer and Subsurface Drainage Applications1This standard is issued under the fixed

2、 designation F2306/F2306M; the number immediately following the designation indicates the yearof 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 () indicates an editorial change since the la

3、st revision or reapproval.1. Scope*1.1 This specification covers requirements and test methods for annular, corrugated profile wall polyethylene pipe and fittingswith an interior liner. The nominal inside diameters covered are 12 to 60 in. 300 to 1500 mm.1.2 The requirements of this specification ar

4、e intended to provide pipe and fittings suitable for underground use for gravity-flowstorm sewer and subsurface drainage systems.NOTE 1Pipe and fittings produced in accordance with this specification shall be installed in compliance with Practice D2321.1.3 This specification covers pipe and fittings

5、 with an interior liner using a corrugated exterior profile (Fig. 1).1.4 UnitsThe values stated in either SI units or inch-pound units are to be regarded separately as standard. The values statedin each system may not be exact equivalents; therefore, each system shall be used independently of the ot

6、her. Combining valuesfrom the two systems may result in non-conformance with the standard.1.5 The following precautionary caveat pertains only to the test method portion, Section 7, of this specification. This standarddoes not purport to address all of the safety concerns, if any, associated with it

7、s use. It is the responsibility of the user of thisstandard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2D618 Practice for Conditioning Plastics for TestingD1600 Terminology for

8、Abbreviated Terms Relating to PlasticsD2122 Test Method for Determining Dimensions of Thermoplastic Pipe and FittingsD2321 Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow ApplicationsD2412 Test Method for Determination of External Loading Characteristics

9、 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)D3212 Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric SealsD3350 Specification for Polyethy

10、lene Plastics Pipe and Fittings MaterialsF412 Terminology Relating to Plastic Piping SystemsF477 Specification for Elastomeric Seals (Gaskets) for Joining Plastic PipeF2136 Test Method for Notched, Constant Ligament-Stress (NCLS) Test to Determine Slow-Crack-Growth Resistance of HDPEResins or HDPE C

11、orrugated Pipe2.2 AASHTO Standard:3AASHTO LRFD Bridge Design SpecificationsLRFD, Section 12 Bridge Design Specifications Section 12 Buried Structures and Tunnel LinersAASHTO M 145 : Classification of Soils and Aggregate Mixtures1 This specification is under the jurisdiction of ASTM Committee F17 on

12、Plastic Piping Systems and is the direct responsibility of Subcommittee F17.62 on Sewer.Current edition approved Aug. 1, 2011Jan. 1, 2013. Published August 2011January 2013. Originally approved in 2005. Last previous edition approved in 20082011 asF2306/F2306M-08.-11. DOI: 10.1520/F2306_F2306M-11.10

13、.1520/F2306_F2306M-13.2 For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the standards Document Summary page on the ASTM website.3 Available from American Associatio

14、n of State Highway and Transportation Officials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001,http:/www.transportation.org.This document 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 previo

15、us version. Becauseit may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current versionof the standard as published by ASTM is to be considered the official document.*A Summary of Chang

16、es section appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States12.3 Department of Agriculture Standard:Standard 606 Soil Conservation Service Engineering42.4 Federal Standard:Fed. Std. No. 123 Marking for

17、 Shipment (Civil Agencies)52.5 Military Standard:MIL-STD-129 Marking for Shipment and Storage52.6 NCHRP (National Cooperative Highway Research Program) Report:6NCHRP Report 631 Updated Test and Design Methods for Thermoplastic Drainage Pipe3. Terminology3.1 DefinitionsDefinitions are in accordance w

18、ith Terminology F412 and abbreviations are in accordance with TerminologyD1600, unless otherwise specified. The abbreviation for polyethylene is PE.3.2 Definitions of Terms Specific to This Standard:3.2.1 design diameter, nthe manufacturers stated inside diameter.3.2.2 mold line, na line formed on t

19、he product as a result of the mold blocks coming together during manufacturing.3.2.3 profile wall, na pipe wall construction that presents an interior liner in the waterway but includes ribs, corrugations, orother shapes, which can be either solid or hollow, that helps brace the pipe against diametr

20、ical deformation.4. Ordering Information4.1 Orders for product made to this specification shall include the following information to adequately describe the desiredproduct:4.1.1 This ASTM designation and year of issue,4.1.2 Perforations:4.1.2.1 With perforations,4.1.2.2 Without perforations,4.1.3 Di

21、ameters,4.1.4 Total footage of each pipe diameter involved,4.1.5 Pipe laying length,4.1.6 Fitting type(s):4.1.6.1 Size and type of fittings, including mainline and branch diameters, and4.1.6.2 Number of fittings per diameter.5. Materials and Manufacture5.1 Basic Materials:5.1.1 Pipe and Blow-Molded

22、FittingsThe pipe and fittings shall be made of virgin PE plastic compound meeting therequirements of Specification D3350 cell classification 435400C or 435400E, except that carbon black content shall not exceed4 %. Compounds that have a higher cell classification in one or more properties shall be p

23、ermitted provided the density of the baseresin shall not exceed 0.955 g/cm3 and all other product requirements are met. For slow crack-growth resistance, resins shall be4 Available from U.S. Government Printing Office Superintendent of Documents, 732 N. Capitol St., NW, Mail Stop: SDE, Washington, D

24、C 20401.5 Available from Standardization Documents Order Desk, DODSSP, Bldg. 4, Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098, http:/www.dodssp.daps.mil.6 Transportation Research Board, The National Academies 500 Fifth Street, NW Washington, DC 20001. http:/www.TRB.orgFIG. 1 Typical Annul

25、ar Corrugated Pipe ProfileF2306/F2306M 132evaluated using the notched constant ligament stress (NCLS) test according to the procedure described in 7.8. The average failuretime of the five test specimens shall exceed 24 h with no single test specimens failure time less than 17 h.5.1.2 Rotationally Mo

26、lded Fittings and CouplingsCompounds used in the manufacture of rotationally molded fittings andcouplings shall be virgin PE meeting the requirements of Specification D3350 and cell classification 213320C or 213320E, exceptthat the carbon black content shall not exceed 4 %. Compounds that have a hig

27、her cell classification in one or more properties shallbe permitted provided the density of the base resin shall not exceed 0.940 g/cm3 and all other product requirements are met.5.1.3 Injection-Molded Fittings and CouplingsCompounds used in the manufacture of injection molded fittings and couplings

28、shall be made of virgin PE meeting the requirements of Specification D3350 and cell classification 414420C or 414420E, exceptthat the carbon black content shall not exceed 4 %. Compounds that have a higher cell classification in one or more properties shallbe permitted provided all other product req

29、uirements are met.5.2 Rework MaterialClean rework material generated from the manufacturers own pipe and fittings production shall bepermitted to be used by the same manufacturer, provided that the material meets the requirements of 5.1.1 or 5.1.2 as applicablefor the intended part and pipe or fitti

30、ngs produced meet all the requirements of this specification.6. General Requirements6.1 WorkmanshipThe pipe and fittings shall be homogeneous throughout and be as uniform as commercially practical in color,opacity, and density. The pipe walls shall be free of cracks, holes, blisters, voids, foreign

31、inclusions, or other defects that are visibleto the naked eye and that may affect the wall integrity. The ends shall be cut cleanly and squarely. Holes intentionally placed inperforated pipe are acceptable.6.1.1 Visible defects, cracks, creases, splits, obstruction to flow in perforations, or in pip

32、e are not permissible.6.2 Dimensions and Tolerance:6.2.1 Nominal SizeThe nominal size for the pipe and fittings shall be the inside diameter shown in Table 1.6.2.2 Inside DiameterThe average inside diameter for pipe and fittings shall not vary more than 6 1 % from the designdiameter when measured in

33、 accordance with 7.4.1.NOTE 2The outside diameters and the corrugation pitch of products manufactured to this specification are not specified; therefore, compatibilitybetween pipe and fittings from different manufacturers or the same manufacturer shall be verified.6.2.3 LengthThe pipe shall be suppl

34、ied in any length agreeable to both the owner and the manufacturer. Length shall not beless than 99 % of stated quantity when measured in accordance with 7.4.2.6.2.4 Minimum Inner-Liner ThicknessThe minimum inner-liner thickness of the pipe shall meet the requirements given inTable 1 when measured i

35、n accordance with 7.4.3.6.2.5 PerforationsPerforations shall be cleanly cut, placed in the valley of the corrugation rib, and uniformly spaced alongthe length and circumference of the pipe. Dimensions of the perforations and the minimum perforation inlet area shall be as listedin Table 2. Other perf

36、oration dimensions and configurations shall be permitted, where required to meet the needs of the specifier.All measurements shall be made in accordance with 7.4.4. Pipe connected by bell and spigot joints shall not be perforated in thearea of the bells and spigots.NOTE 3For perforated pipe applicat

37、ions, the size of the embedment zone and permeability of the embedment material provide the desired level ofinfiltration or exfiltration. The pipe or embedment zone shall be wrapped with a geotextile designed to prevent migration of fine soils into the pipe orembedment zone. Where a geotextile is no

38、t used, the gradation of the embedment material shall be compatible with the perforation size to avoid backfillmigration into the pipe.6.3 Pipe StiffnessMinimum pipe stiffness at 5 % deflection shall meet the requirements given in Table 1 when tested inaccordance with 7.5.TABLE 1 Pipe Stiffness and

39、Pipe DimensionsPipe InsideDiameterMinimum PipeStiffness at 5 %DeflectionMinimumInner LinerThicknessin. mm lb/in./in. kPa in. mm12 300 50 (345 0.035 0.915 375 42 290 0.040 1.018 450 40 275 0.051 1.321 525 38 260 0.060 1.524 600 34 235 0.060 1.527 675 30 205 0.060 1.530 750 28 195 0.060 1.536 900 22 1

40、50 0.067 1.742 1050 20 140 0.071 1.848 1200 18 125 0.071 1.854 1350 16 110 0.079 2.060 1500 14 95 0.079 2.0F2306/F2306M 133NOTE 4The 5 % deflection criterion, which was selected for testing convenience, is not a limitation with respect to in-use deflection. The engineeris responsible for establishin

41、g the acceptable deflection limit.6.4 Pipe FlatteningThere shall be no evidence of splitting, cracking, breaking, separation of seams, separation of the outerand inner wall, or combinations thereof, when tested in accordance with 7.6. Additionally, at or below the 10% deflection limit,deflection lim

42、it defined in Eq 1, the specimen shall be considered as failing this test when the load does not increase continuouslywith increasing deflection.The maximum load Buckling Deflection Limit:pointb 5 6.15%0.5DDf0.6hp(1)where:b = minimum buckling deflection limit (%)D = mean diameter (centroid) of pipe

43、(in mm)Df = shape factor (dimensionless fixed value of 4.27 for parallel plate test)hp = corrugation height (in mm)shall not be at less than 10% deflection and inspection for splitting, cracking, or delamination shall continue to the 40% deflectionlimit.NOTE 5DesignField deflection limits are typica

44、lly taken at 5% (see Annex A1). Eq 1The 10% load is based on the results from NCHRP Report 631and is defined as being derived from the standard parallel plate test equation. The constant value 6.15% (0.0615) in Eq 1limit evaluation is intended asa quality assurance test to insure the manufactured pr

45、ofile has an appropriate minimum material distribution throughout the profile. is the factoredcombined strain limit for HDPE pipe per AASHTO LRFD Section 12. The constant value 0.6 in this equation is an estimated centroidal distance fortypical profiles produced per this specification.6.5 Pipe Impac

46、t StrengthThere shall be no evidence of splitting, cracking, breaking, separation of seams, separation of theouter and inner wall, or combinations thereof, when tested in accordance with 7.7.6.6 Fittings and Joining Systems:6.6.1 Only fittings supplied or recommended by the pipe manufacturer should

47、be used. Fittings shall be installed in accordancewith the manufacturers recommendations.6.6.2 The joining system(s) shall be of a design that preserves alignment during construction and prevents separation at thejoints. Bell and spigot, external snap or split couplers are examples of typical design

48、s.6.6.3 Fittings shall be supplied with joints compatible with the overall system. All joints for gravity-flow Sewer systems shallmeet the requirements of 6.6.3.3. All other joints shall meet the requirements of a soil-tight joint unless otherwise specified by theowner/designer.6.6.3.1 Soil-tight jo

49、ints are specified as a function of opening size, channel length, and backfill particle size. If the size of theopening exceeds 3 mm, the length of the channel shall be at least four times the size of the opening. A backfill material containinga high percentage of fine-graded soils requires investigation for the specific type of joint to be used to guard against soil infiltration.Information regarding joint soil tightness criteria can be found in AASHTOs Stan