ASTM F2763/F2763M-16(2021)e1
(Specification)Standard Specification for 12 to 60 in. [300 to 1500 mm] Dual and Triple Profile-Wall Polyethylene (PE) Pipe and Fittings for Sanitary Sewer Applications
Standard Specification for 12 to 60 in. [300 to 1500 mm] Dual and Triple Profile-Wall Polyethylene (PE) Pipe and Fittings for Sanitary Sewer Applications
ABSTRACT
This specification covers requirements and test methods for triple profile wall polyethylene pipe and fittings. 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 essentially smooth interior and exterior wall using an annular corrugated profile middle wall.
SCOPE
1.1 This specification covers requirements and test methods for dual and triple profile wall polyethylene pipe and fittings. The nominal inside diameters covered are 12 in. to 60 in. [300 mm to 1500 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 essentially smooth interior wall and either an annular corrugation (dual wall) or an essentially smooth and exterior wall using an annular corrugated profile middle wall (triple wall) (Fig. 1).
FIG. 1 Typical Dual and Triple Wall Pipe Profile
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 The following precautionary caveat pertains only to the test method portion, Section 7, of this specification. 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.
1.6 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
General Information
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Standards Content (Sample)
This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the
Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
´1
Designation: F2763/F2763M −16 (Reapproved 2021)
Standard Specification for
12 to 60 in. [300 to 1500 mm] Dual and Triple Profile-Wall
Polyethylene (PE) Pipe and Fittings for Sanitary Sewer
Applications
ThisstandardisissuedunderthefixeddesignationF2763/F2763M;thenumberimmediatelyfollowingthedesignationindicatestheyear
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.
ε NOTE—Designation editorially changed to match the units statement, 1.4 in July 2021.
1. Scope mendations issued by the World Trade Organization Technical
Barriers to Trade (TBT) Committee.
1.1 This specification covers requirements and test methods
for dual and triple profile wall polyethylene pipe and fittings.
2. Referenced Documents
The nominal inside diameters covered are 12in. to 60 in. [300
mm to 1500 mm].
2.1 ASTM Standards:
1.2 The requirements of this specification are intended to D578/D578MSpecification for Glass Fiber Strands
A666Specification forAnnealed or Cold-WorkedAustenitic
provide pipe and fittings suitable for underground use for
non-pressure sanitary sewer systems. Pipe and fittings pro- Stainless Steel Sheet, Strip, Plate, and Flat Bar
ducedinaccordancewiththisspecificationshallbeinstalledin D618Practice for Conditioning Plastics for Testing
compliance with Practice D2321. D1600TerminologyforAbbreviatedTermsRelatingtoPlas-
tics
1.3 This specification covers pipe and fittings with an
D2122Test Method for Determining Dimensions of Ther-
essentially smooth interior wall and either an annular corruga-
moplastic Pipe and Fittings
tion (dual wall) or an essentially smooth and exterior wall
D2321PracticeforUndergroundInstallationofThermoplas-
using an annular corrugated profile middle wall (triple wall)
tic Pipe for Sewers and Other Gravity-Flow Applications
(Fig. 1).
D2412Test Method for Determination of External Loading
1.4 Units—The values stated in either SI units or inch-
Characteristics of Plastic Pipe by Parallel-Plate Loading
pound units are to be regarded separately as standard. The
D2444Practice for Determination of the Impact Resistance
values stated in each system may not be exact equivalents;
of Thermoplastic Pipe and Fittings by Means of a Tup
therefore,eachsystemshallbeusedindependentlyoftheother.
(Falling Weight)
Combining values from the two systems may result in non-
D3212Specification for Joints for Drain and Sewer Plastic
conformance with the standard.
Pipes Using Flexible Elastomeric Seals
1.5 The following precautionary caveat pertains only to the
D3350Specification for Polyethylene Plastics Pipe and Fit-
test method portion, Section 7, of this specification. This
tings Materials
standard does not purport to address all of the safety concerns,
D4218Test Method for Determination of Carbon Black
if any, associated with its use. It is the responsibility of the user
Content in Polyethylene Compounds by the Muffle-
of this standard to establish appropriate safety, health, and
Furnace Technique
environmental practices and determine the applicability of
F412Terminology Relating to Plastic Piping Systems
regulatory limitations prior to use.
F477Specification for Elastomeric Seals (Gaskets) for Join-
1.6 This international standard was developed in accor-
ing Plastic Pipe
dance with internationally recognized principles on standard-
F2136Test Method for Notched, Constant Ligament-Stress
ization established in the Decision on Principles for the
(NCLS) Test to Determine Slow-Crack-Growth Resis-
Development of International Standards, Guides and Recom-
tance of HDPE Resins or HDPE Corrugated Pipe
This specification is under the jurisdiction ofASTM Committee F17 on Plastic
Piping Systems and is the direct responsibility of Subcommittee F17.62 on Sewer. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Current edition approved April 15, 2021. Published July 2021. Originally contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
approved in 2011. Last previous edition approved in 2016 as F2763–16. DOI: Standards volume information, refer to the standard’s Document Summary page on
10.1520/F2763_F2763M–16R21E01. the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
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F2763/F2763M − 16 (2021)
FIG. 1 Typical Dual and Triple Wall Pipe Profile
2.2 AASHTO Standard: 3.2.3 triple wall, n—in this case, the profile pipe wall
LRFD, Section 12AASHTO LRFD Bridge Design Specifi- construction provides an interior wall in the waterway, an
cations Section 12 – Buried Structures and Tunnel Liners exterior wall to the soil, and includes ribs, corrugations, or
other shapes, which can be either solid or hollow, that helps
2.3 Federal Standards:
brace the pipe against diametrical deformation. The corruga-
Fed. Std. No. 123Marking for Shipment (Civil Agencies)
tion wall is completely encapsulated by the interior and
MIL-STD-129Marking for Shipment and Storage
exterior walls.
2.4 NCHRP (National Cooperative Highway Research Pro-
gram) Report:
4. Ordering Information
NCHRP Report 631Updated Test and Design Methods for
4.1 Orders for product made to this specification shall
Thermoplastic Drainage Pipe
include the following information to adequately describe the
desired product
3. Terminology
4.1.1 This ASTM designation (F2763) and year of issue,
3.1 Definitions—Definitions are in accordance with Termi-
4.1.2 Diameters,
nology F412 and abbreviations are in accordance with Termi-
4.1.3 Total footage of each pipe diameter involved,
nologyD1600,unlessotherwisespecified.Theabbreviationfor
4.1.4 Pipe laying length,
polyethylene is PE.
4.1.5 Fitting type(s):
3.2 Definitions of Terms Specific to This Standard: 4.1.5.1 Size and type of fittings, including mainline and
3.2.1 annular corrugation—corrugation formed in a cir-
branch diameters, and
cumferential pattern around the pipe as opposed to a helical 4.1.5.2 Number of fittings per diameter.
corrugation, which is formed in a spiral pattern around the
5. Materials and Manufacture
pipe.
5.1 Pipe and Fabricated Fittings—The pipe and fabricated
3.2.2 dual wall, n—in this case, the profile pipe wall
fittings shall be made of virgin PE material meeting the
construction provides an interior liner in the waterway and
requirements of Specification D3350 with a minimum cell
includesribs,corrugations,orothershapes,whichcanbeeither
classification of 435400C, except that carbon black content
solid or hollow, that helps brace the pipe against diametrical
shall equal to or greater than 2.0% but not exceed 3.0 % when
deformation.Thecorrugationwallisexposedtothesoilsideof
tested in accordance with D4218. Materials that have a higher
the pipe and is its exterior wall.
cell classification in one or more properties shall be permitted
provided all other product requirements are met.
Available from American Association of State Highway and Transportation
5.2 Rework Material—Clean rework material generated
Officials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001,
from the manufacturer’s own pipe and fittings production of
http://www.transportation.org.
this product shall be permitted to be used by the same
DLA Document Services Building 4/D 700 Robbins Avenue Philadelphia, PA
19111-5094 http://quicksearch.dla.mil/ manufacturer. Rework shall be the same cell classification as
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F2763/F2763M − 16 (2021)
engineer is responsible for establishing the acceptable deflection limit.
new PE compound with which it is blended and the pipe
produced shall meet all the requirements of this specification.
6.4 Pipe Flattening—There shall be no evidence of
splitting,cracking,breaking,separationofseams,separationof
6. General Requirements
the outer and inner wall, or combinations thereof, when
6.1 Workmanship—The pipe and fittings shall be homoge-
conditioned in accordance with 7.2 and tested in accordance
neous throughout and be as uniform as commercially practical
with 7.5.
in color, opacity, and density. The pipe walls shall be free of
6.5 Pipe Impact Strength—There shall be no evidence of
cracks, holes, blisters, voids, foreign inclusions, or other
splitting,cracking,breaking,separationofseams,separationof
defects that are visible to the naked eye and that may affect the
the outer and inner wall, or combinations thereof, when tested
wall integrity. The ends shall be cut cleanly and squarely
in accordance with 7.6 and examined under normal light and
through valleys.
the unaided eye.
6.1.1 Visible defects, cracks, creases, splits, in pipe are not
permissible.
6.6 Fittings and Joining Systems:
6.6.1 Fittings shall be fabricated by the pipe manufacturer
6.2 Dimensions and Tolerance:
from pipe made in accordance with this standard. Fittings
6.2.1 Nominal Size—The nominal size for the pipe and
fabricated from dual-wall pipe shall be used with dual-wall
fittings shall be the inside diameter shown in Table 1.
pipe. Fittings fabricated from triple-wall pipe shall be used
NOTE 1—The outside diameters of products manufactured to this
withtriple-wallpipe.Fittingmaterialshallcomplywith5.1and
specification are not specified; therefore, compatibility between pipe and
5.2.
fittings made to this specification from different manufacturers must be
verified.
NOTE 3—The fittings may be fabricated from the pipe by a variety of
6.2.2 Minimum Inside Diameter—The minimum inside di- processes including hot plate welding, spin welding or other processes.
ameter shall be as shown in Table 1, when measured in
6.6.1.1 Fittings shall be parallel-plate load tested. Fittings
accordance with 7.3.1.
shall be tested in an installation orientation, shall be uniformly
6.2.3 Length—The pipe shall be supplied in any length
supported (body and outlet(s)) by the lower plate, and uni-
agreeabletoboththeownerandthemanufacturer.Lengthshall
formly loaded (body and outlet(s)) by the upper plate. Fittings
not be less than 99 % of stated quantity when measured in
shall meet or exceed a vertical load equivalent to the 5%
accordance with 7.3.2.
deflection stiffness in accordance with Table 1 for pipe to
6.2.4 Minimum Wall, Crown, Valley and Liner Thickness—
whichthefittingistobejoined.Theequivalentmaximumload
The minimum thickness of the pipe wall, crown, valley and
shall be the 5% deflection stiffness in accordance with Table 1
liners shall meet the requirements given in Table 1 when
unit load (psi/in or kPa /mm) multiplied by the length of the
measured in accordance with 7.3.3.
fitting (run plus branch(es) as applicable) that is loaded by the
6.3 Pipe Stiffness—Minimum pipe stiffness at 5 % deflec-
upperplate.Testingshallbeforequivalentload,notdeflection.
tion shall meet the requirements given in Table 1 when tested Acceptance criteria shall be in accordance with 6.4.
in accordance with 7.4.
NOTE 4—Installation orientation means that the fitting testing orienta-
NOTE 2—The 5 % deflection criterion, which was selected for testing tion is as though it were installed in a pipeline, for example, an elbow or
convenience, is not a limitation with respect to in-use deflection. The tee with the directional outlet(s) to the side. In accordance with an
TABLE 1 Pipe Stiffness and Pipe Dimensions
Pipe Minimum Inside Minimum Minimum Minimum Minimum Minimum
Inside Inside Diameter Pipe Stiffness Inner Liner Outer Valley Crown
A B
Diameter Diameter Tolerances at 5 % Deflection Thickness Liner Thickness Thickness
Thickness
in. [mm] in. [mm] in. [mm] lb/in. [kPa] in. [mm] in. [mm] in. [mm] in. [mm]
/in.
12 [300] 11.90 [302] +0.11/-0.11 +3.0/-3.0 46 [317] 0.043 [1.1] . . 0.048 [1.2] 0.072 [1.8]
15 [375] 14.85 [377] +0.11/-0.11 +3.0/-3.0 46 [317] 0.052 [1.3] . . 0.065 [1.7] 0.103 [2.6]
18 [450] 17.93 [455] +0.14/-0.14 +4.0/-4.0 46 [317] 0.060 [1.5] . . 0.072 [1.8] 0.105 [2.7]
21 [525] 20.75 [527] +0.15/-0.15 +4.0/-4.0 46 [317] 0.062 [1.6] . . 0.079 [2.0] 0.116 [2.9]
24 [600] 23.90 [607] +0.16/-0.16 +4.0/-4.0 46 [317] 0.064 [1.6] . . 0.086 [2.2] 0.127 [3.2]
27 [675] 26.75 [679] +0.17/-0.17 +4.0/-4.0 46 [317] 0.073 [1.9] . . 0.088 [2.2] 0.130 [3.3]
30 [750] 29.79 [757] +0.18/-0.18 +5.0/-5.0 46 [317] 0.086 [2.2] . . 0.093 [2.4] 0.132 [3.4]
30 [750] 29.62 [752] +0.18/- 0.18 +4.6/-4.6 46 [317] 0.070 [1.8] 0.070 [1.8] 0.089 [2.3] 0.127 [3.2]
36 [900] 35.40 [899] +0.21/- 0.21 +5.3/-5.3 46 [317] 0.095 [2.4] 0.095 [2.4] 0.120 [3.0] 0.182 [4.6]
42 [1050] 41.31 [1049] +0.22/- 0.22 +5.6/-5.6 46 [317] 0.105 [2.7] 0.105 [2.7] 0.133 [3.4] 0.182 [4.6]
48 [1200] 47.31 [1201] +0.27/- 0.27 +6.9/-6.9 46 [317] 0.105 [2.7] 0.105 [2.7] 0.139 [3.5] 0.187 [4.8]
54 [1350] 53.32 [1354] +0.27/- 0.27 +6.9/-6.9 46 [317] 0.100 [2.8] 0.110 [2.8] 0.144 [3.7] 0.187 [4.8]
60 [1500] 59.30 [1506] +0.31/- 0.31 +7.9/-7.9 46 [317] 0.115 [2.9] 0.115 [2.9] 0.151 [3.8] 0.231 [5.9]
A
The triple wall profile wall pipe are only available in sizes 30 in. [750 mm] to 60 in. [1500 mm]. Dual wall profile pipe are available in sizes 12 in. [300 mm] to 30 in. [750
mm].At 30 in. [750 mm] diameter, where the dimensions for the outer liner thickness are defined, all the associated dimensions shall only pertain to the triple wall profile
pipe.
B
The manufacturer’s stated inside diameter is the diameter plus or minus the inside diameter tolerance. In no case shall the manufacturer’s minimum diameter with the
tolerance be less than the minimum as shown in Table 1.
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F2763/F2763M − 16 (2021)
established quality program, fittings should be tested to only qualify the
where:
overall design and integrity of the unit. As unique structures, testing of
∆ = minimum buckling deflection limit (in/in
every angle orientation is not necessary.
[mm/mm])
6.6.1.2 The fitting body in an installation orientation shall
D = mean diameter (centroid) of pipe (in
be impact tested in accordance with 7.6. Acceptance criteria [mm])
0.5 (D –D ) = heightofthecorrugation(outsidediameter
shall be in accordance with 6.5.
o i
minus inside diameter)
6.6.2 The joining system(s) between pipe and between pipe
NOTE 5—Eq 1 and Eq 2 are based on the results from NCHRP Report
and fittings shall be of a design that preserves pipeline slope
631 and is defined as being derived from the standard parallel plate test
and alignment during construction and prevents separation at
equation.
the joints.
6.8 Pipe Impact Strength—There shall be no evidence of
6.6.3 Pipe and fittings shall have a watertight bell/spigot
splitting,cr
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