ASTM F2762-11

Standard Specification for 12 to 30 in. [300 to 750 mm] Annular Corrugated Profile-Wall Polyethylene (PE) Pipe and Fittings for Sanitary Sewer Applications

ABSTRACT
This specification covers requirements and test methods for annular, corrugated profile wall polyethylene pipe and fittings with an interior liner. The requirements of this specification are intended to provide pipe and fittings suitable for underground use for non-pressure sanitary sewer systems. Pipe and fittings produced in accordance with this specification shall be installed in compliance with Practice D2321. This specification covers pipe and fittings with an interior liner using a corrugated exterior profile.
SCOPE
1.1 This specification covers requirements and test methods for annular, corrugated profile wall polyethylene pipe and fittings with an interior liner. The nominal inside diameters covered are 12 to 30 in. [300 to 750 mm].  
1.2 The requirements of this specification are intended to provide pipe and fittings suitable for underground use for non-pressure sanitary sewer systems. Pipe and fittings produced in accordance with this specification shall be installed in compliance with Practice D2321.
1.3 This specification covers pipe and fittings with an interior liner using a corrugated exterior profile (Fig. 1).
1.4 Units—The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.
1.5 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

General Information

• Status: Historical
• Publication Date: 31-Dec-2010
• ICS: 93.030 - External sewage systems
• Technical Committee: F17 - Plastic Piping Systems
• Drafting Committee: F17.62 - Sewer

Relations

• Replaced By: ASTM F2762-11e1 - Standard Specification for 12 to 30 in. (300 to 750 mm) Annular Corrugated Profile-Wall Polyethylene (PE) Pipe and Fittings for Sanitary Sewer Applications (Withdrawn 2016)
• Effective Date: 01-Jan-2011

Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation:F2762 −11 AnAmerican National Standard
Standard Specification for
12 to 30 in. [300 to 750 mm] Annular Corrugated Profile-Wall
Polyethylene (PE) Pipe and Fittings for Sanitary Sewer
Applications
This standard is issued under the fixed designation F2762; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope D2122Test Method for Determining Dimensions of Ther-
moplastic Pipe and Fittings
1.1 This specification covers requirements and test methods
D2321PracticeforUndergroundInstallationofThermoplas-
for annular, corrugated profile wall polyethylene pipe and
tic Pipe for Sewers and Other Gravity-Flow Applications
fittings with an interior liner. The nominal inside diameters
D2412Test Method for Determination of External Loading
covered are 12 to 30 in. [300 to 750 mm].
Characteristics of Plastic Pipe by Parallel-Plate Loading
1.2 The requirements of this specification are intended to
D2444Test Method for Determination of the Impact Resis-
provide pipe and fittings suitable for underground use for
tance of Thermoplastic Pipe and Fittings by Means of a
non-pressure sanitary sewer systems. Pipe and fittings pro-
Tup (Falling Weight)
ducedinaccordancewiththisspecificationshallbeinstalledin
D3212Specification for Joints for Drain and Sewer Plastic
compliance with Practice D2321.
Pipes Using Flexible Elastomeric Seals
D3350Specification for Polyethylene Plastics Pipe and Fit-
1.3 This specification covers pipe and fittings with an
interior liner using a corrugated exterior profile (Fig. 1). tings Materials
D4389SpecificationforFinishedGlassFabricsWovenFrom
1.4 Units—The values stated in either SI units or inch-
Rovings
pound units are to be regarded separately as standard. The
F412Terminology Relating to Plastic Piping Systems
values stated in each system may not be exact equivalents;
F477Specification for Elastomeric Seals (Gaskets) for Join-
therefore,eachsystemshallbeusedindependentlyoftheother.
ing Plastic Pipe
Combining values from the two systems may result in non-
F2136Test Method for Notched, Constant Ligament-Stress
conformance with the standard.
(NCLS) Test to Determine Slow-Crack-Growth Resis-
1.5 This standard does not purport to address all of the
tance of HDPE Resins or HDPE Corrugated Pipe
safety concerns, if any, associated with its use. It is the
2.2 AASHTO Standard:
responsibility of the user of this standard to establish appro-
LRFD, Section 12AASHTO LRFD Bridge Design Specifi-
priate safety and health practices and determine the applica-
cations Section 12 – Buried Structures and Tunnel Liners
bility of regulatory limitations prior to use.
2.3 Federal Standard:
Fed. Std. No. 123Marking for Shipment (Civil Agencies)
2. Referenced Documents
2 2.4 Military Standard:
2.1 ASTM Standards:
MIL-STD-129Marking for Shipment and Storage
A666Specification forAnnealed or Cold-WorkedAustenitic
Stainless Steel Sheet, Strip, Plate, and Flat Bar
3. Terminology
D618Practice for Conditioning Plastics for Testing
3.1 Definitions—Definitions are in accordance with Termi-
D1600TerminologyforAbbreviatedTermsRelatingtoPlas-
nology F412 and abbreviations are in accordance with Termi-
tics
nologyD1600,unlessotherwisespecified.Theabbreviationfor
polyethylene is PE.
This specification is under the jurisdiction ofASTM Committee F17 on Plastic
Piping Systems and is the direct responsibility of Subcommittee F17.62 on Sewer.
Current edition approved Jan. 1, 2011. Published January 2011. DOI: 10.1520/ Available from American Association of State Highway and Transportation
F2762–11. Officials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001,
For referenced ASTM standards, visit the ASTM website, www.astm.org, or http://www.transportation.org.
contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM Available from Standardization Documents Order Desk, DODSSP, Bldg. 4,
Standards volume information, refer to the standard’s Document Summary page on Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098, http://
the ASTM website. dodssp.daps.dla.mil.
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F2762−11
FIG. 1Typical Annular Corrugated Pipe Profile
3.2 Definitions of Terms Specific to This Standard: 6.1.1 Visible defects, cracks, creases, splits, in pipe are not
3.2.1 profile wall, n—In this case, the profile pipe wall permissible.
construction provides an interior liner in the waterway and
6.2 Dimensions and Tolerance:
includesribs,corrugations,orothershapes,whichcanbeeither
6.2.1 Nominal Size—The nominal size for the pipe and
solid or hollow, that helps brace the pipe against diametrical
fittings shall be the inside diameter shown in Table 1.
deformation.
6.2.2 Minimum Inside Diameter—The minimum manufac-
turer’s stated inside diameter shall be as shown in Table 1,
4. Ordering Information
when measured in accordance with 7.3.1.
4.1 Orders for product made to this specification shall
NOTE 1—The outside diameters and the corrugation pitch of products
include the following information to adequately describe the
manufacturedtothisspecificationarenotspecified;therefore,compatibil-
desired product:
ity between pipe and fittings made to this specification from different
4.1.1 This ASTM designation and year of issue,
manufacturers must be verified.
4.1.2 Diameters,
6.2.3 Laying length—The pipe shall be supplied in any
4.1.3 Total footage of each pipe diameter involved,
laying length agreeable to both the owner and the manufac-
4.1.4 Pipe laying length,
turer. Laying length shall not be less than 99 % of stated
4.1.5 Fitting type(s):
quantity when measured in accordance with 7.3.2.
4.1.5.1 Size and type of fittings, including mainline and
6.2.4 Liner Thickness—The minimum liner thickness of the
branch diameters, and
pipe shall meet the requirements given in Table 1 when
4.1.5.2 Number of fittings per diameter.
measured in accordance with 7.3.3.
6.3 Pipe Stiffness—Minimum pipe stiffness at 5 % deflec-
5. Materials and Manufacture
tion shall meet the requirements given in Table 1 when tested
5.1 Pipe and Fabricated Fittings—The pipe and fabricated
in accordance with 7.4.
fittings shall be made of virgin PE compound meeting the
requirements of Specification D3350 with a minimum cell NOTE 2—The 5 % deflection criterion, which was selected for testing
convenience, is not a limitation with respect to in-use deflection. The
classificationof435400C.Thecarbonblackcontentinthepipe
engineer is responsible for establishing the acceptable deflection limit.
shall be equal to or greater than 2 wt % and shall not exceed 3
wt %. Compounds that have a higher cell classification in one
TABLE 1 Pipe Stiffness and Pipe Dimensions
ormorepropertiesshallbepermittedprovidedallotherproduct
Nominal Manufacturer’s Stated Minimum Pipe Minimum
requirements are met.
Diameter Inside Diameter Stiffness Liner
5.2 Rework—Clean rework generated from the manufactur- and Tolerance at 5% Deflection Thickness
in. Minimum, Inside lb/in./in. [kpa] in. [mm]
er’s own pipe and fittings production of this product shall be
in. (mm) Diameter
permitted to be used by the same manufacturer. Rework shall
Tolerance,
bethesamecellclassificationasnewPEcompoundwithwhich in. [mm]
12 12.00 ±0.11 46 [317] 0.043 [1.09]
it is blended and the pipe produced shall meet all the
(300) [±3]
requirements of this specification.
15 14.95 ±0.11 46 [317] 0.052 [1.32]
375 [±3]
18 17.94 ±0.14 46 [317] 0.060 [1.52]
6. Physical Properties
(450) [±4]
6.1 Workmanship—The pipe and fittings shall be homoge-
21 20.88 ±0.15 46 [317] 0.062 [1.57]
(525) [±4]
neous throughout and be as uniform as commercially practical
24 24.00 ±0.16 46 [317] 0.064 [1.63]
in color, opacity, and density. The pipe walls shall be free of
(600) [±4]
cracks, holes, blisters, voids, foreign inclusions, or other 27 26.89 ±0.17 46 [317] 0.073 [1.85]
(675) [±4]
defectsthatarevisibletothenakedeyeandthatmayaffectthe
30 29.92 ±0.18 46 [317] 0.086 [2.18]
wall integrity. The ends shall be cut cleanly and squarely
(750) [±5]
through valleys.
F2762−11
6.4 Pipe Flattening—There shall be no evidence of split- 6.8.1 The manufacturer shall supply appropriate data nec-
ting, cracking, breaking, separation of corrugation seams, essary to satisfy the requirements of deflection, thrust, buck-
separation of the valley and liner, or combinations thereof, ling,bendingstressandlong-termstraininaccordancewiththe
when tested in accordance with 7.5. design criteria of the LRFD, Section 12. The design engineer
shall verify that the data provided by the manufacturer satisfy
6.5 Pipe Impact Strength—There shall be no evidence of
the product requirements.
splitting, cracking, breaking, separation of corrugation seams,
6.8.2 The minimum long-term (50-year) design values for
separation of the valley and liner, or combinations thereof, on
modulus of elasticity and tensile strength for the PE com-
any specimen when tested in accordance with 7.6.
pounds shall be 22,000 psi (152 MPa) and 900 psi (6.2 MPa),
6.6 Fittings and Joining Systems:
respectively.
6.6.1 Only fittings fabricated from pipe meeting this speci-
6.8.3 The maximum allowable long-term (50-year) tensile
fication and supplied or recommended by the pipe manufac-
strain limit for design shall be 5%.
turer shall be used. Fabricated fittings shall be installed in
accordance with the manufacturer’s recommendations.
7. Test Methods
6.6.2 The joining system(s) shall be of a design that
7.1 Conditioning:
preserves alignment during construction and prevents separa-
7.1.1 Referee Testing—When conditioning is required for
tion at the joints.
referee tests, condition the specimens in accordance with
6.6.3 Pipe and fittings shall have a watertight bell/spigot
ProcedureAof Practice D618 at 73.4 6 3.6°F [23 6 2°C] for
joint that complies with the laboratory tests defined and
not less than 40 h prior to test. Conduct tests under the same
described in Specification D3212 and utilizes a gasket that
conditions of temperature.The random selection of the sample
complies with the requirements of Specification F477. All
or samples of the pipe and fittings shall be as agreed upon
jointsshallshownosignsofleakagewhentestedinaccordance
between the owner and the seller. In case of no prior agree-
withSpecificationD3212.Notethatspecialprovisionsmustbe
ment, any sample selected by the testing laboratory shall be
taken in order that joints made to field cut pipe meet the
permitted.
requirements of Specification D3212. Any component used in
7.1.2 Quality Control Testing—Condition specimens for a
the joining material shall be resistant to effluents being carried
minimum of 4 h prior to test in air or1hin water at 73.4 6
in the pipe.
3.6°F [23 6 2°C] without regard to relative humidity.
6.6.4 Optional Bell Restraining Bands—Bell restraining
7.2 Test Conditions—Conduct tests other than those for
bands, when used, shall be made of corrosion resistant mate-
routine quality control purposes in the standard laboratory
rials such as fiberglass (Specification D4389) or stainless steel
atmosphere of 73.4 6 3.6°F [23 6 2°C], in the referenced test
(Specification A666).
method or in this specification.
6.6.5 Joint Proof-of-Design—To assess the effects of long-
term properties of the pipe and gasket material under a joint
7.3 Dimensions:
assembly,ajointproof-of-designtestshallbeconductedonthe
7.3.1 Inside Diameter—Measure the inside diameter in
pipe joints using the test method outlined in 7.8. Each joint
accordance with Test Method D2122.
proof of design pressure test shall be conducted by an
7.3.2 Laying length—Measure pipe laying length in accor-
independent third party, which provides written certification
dance with Test Method D2122. These measurements may be
for each test. This test is a one-time validation test for the
taken at ambient temperature.
specific pipe diameter, profile geometry, gasket and joint
7.3.3 Minimum Inner-Liner Thickness—Measure the thick-
configuration supplied by the manufacturer. This proof-of-
ness of the inner liner in accordance withTest Method D2122.
design test shall be conducted on at least one pipe diameter
Each specimen shall be cut perpendicular to the seam line of
withintheprescribeddiameterrangeandshallbeconductedon
thepipedirectlythroughacorrugationallowingaplainviewof
each diameter that differs in joint design. If the joint design
theinnerwall360°aroundthecircumferenceinordertoobtain
does not change within the prescribed range, the largest
a minimum of eight measurements in accordance with Test
diameter shall be tested. If the diameter range includes more
Method D2122.
than 5 different pipe diameters, then two sizes shall be tested;
7.4 Pipe Stiffness—Select three pipe specimens and test for
the largest and smallest diameters.
pipe stiffness in accordance with Test Method D2412, except
6.7 Slow Crack Growth Resistance Pipe—For slow crack-
for the following conditions:
growthresistance,thepipeshallbeevaluatedusingthenotched
7.4.1 Thetestspecimensshallbeatleastonediameteror24
constant ligament stress (NCLS) test according to the proce-
in. [609 mm] in length, which ever is less. However, the test
dure described in 7.7. The average failure time of the five test
specimen shall not be less than three full corrugations in
specimens shall exceed 30 h with no single test specimen’s
length.
failure time less than 21 h. For smaller pipe sizes where the
7.4.2 Each specimen shall be cut mid-valley to mid-valley
NCLS test cannot be conducted on the pipe due to size
(see Fig. 1) while still meeting or exceeding the minimum
limitations on the longitudinal coupon, the NCLS test shall be
length requirement.
conducted on molded plaques, and the average failure time of
7.4.3 Determine the minimum inner wall thickness and
the five test specimens shall exceed 41 h.
locate the first specimen in the loading machine with the
6.8 Structural Design: minimum inner wall thickness located at 9:00 or 3:00 when
F2762−11
viewing the specimen from the end.The specimen shall lie flat 7.8.3.2 Testjointsshallbeassembledontheappropriatesize
on the plate within 0.125 in. [3 mm]. Use the first location as pipe in accordance with the manufacturer’s joining procedure.
Lubricate and assemble the joint according to the manufactur-
a reference point for rotation and testing the other two
er’s instructions with the associated Specification F477 gasket
specimens. Rotate the other specimens 60° and 120°, respec-
in place.
t
...