ASTM F771-99(2005)
(Specification)Standard Specification for Polyethylene (PE) Thermoplastic High-Pressure Irrigation Pipeline Systems (Withdrawn 2014)
Standard Specification for Polyethylene (PE) Thermoplastic High-Pressure Irrigation Pipeline Systems (Withdrawn 2014)
ABSTRACT
This specification covers classification criteria, nomenclature system, requirements, test methods, joints, fittings, certification, and marking for polyethylene (PE) thermoplastic high-pressure irrigation pipeline systems. PE materials for pipe are categorized by short-term and long-term strength tests. Materials shall meet the requirements of basic PE grades. Test methods for pipe shall include dimensions, tolerances, sustained pressure, burst pressure, carbon black content, density, and elevated temperature test. Joints and couplings shall withstand the design maximum working pressures. Plastic fittings shall meet all the dimensional and quality requirements.
SCOPE
1.1 This specification covers polyethylene (PE) thermoplastic pipelines used to convey, at rated pressures of 80 to 200 psi, water that is to be used for irrigation purposes. This specification includes criteria for classifying the pipe materials, a system of nomenclature for plastic pipe, requirements for pipe, test methods, joints, fittings, certification, and marking.
1.2 The values stated in inch-pound units are to be regarded as the standard.
1.3 The following safety hazards 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 and health practices and determine the applicability of regulatory limitations prior to use.
WITHDRAWN RATIONALE
This specification covers polyethylene (PE) thermoplastic pipelines used to convey, at rated pressures of 80 to 200 psi, water that is to be used for irrigation purposes. This specification includes criteria for classifying the pipe materials, a system of nomenclature for plastic pipe, requirements for pipe, test methods, joints, fittings, certification, and marking.
Formerly under the jurisdiction of Committee F17 on Plastic Piping Systems, this specification was withdrawn in December 2013. This standard is being withdrawn without replacement due to its limited use by industry.
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Standards Content (Sample)
NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
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Designation:F771 −99(Reapproved 2005) An American National Standard
Standard Specification for
Polyethylene (PE) Thermoplastic High-Pressure Irrigation
Pipeline Systems
ThisstandardisissuedunderthefixeddesignationF771;thenumberimmediatelyfollowingthedesignationindicatestheyearoforiginal
adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.Asuperscript
epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope D2239 Specification for Polyethylene (PE) Plastic Pipe
(SIDR-PR) Based on Controlled Inside Diameter
1.1 This specification covers polyethylene (PE) thermoplas-
D2609 Specification for Plastic Insert Fittings for Polyeth-
tic pipelines used to convey, at rated pressures of 80 to 200 psi,
ylene (PE) Plastic Pipe
water that is to be used for irrigation purposes. This specifica-
D2683 Specification for Socket-Type Polyethylene Fittings
tion includes criteria for classifying the pipe materials, a
for Outside Diameter-Controlled Polyethylene Pipe and
system of nomenclature for plastic pipe, requirements for pipe,
Tubing
test methods, joints, fittings, certification, and marking.
D2837 Test Method for Obtaining Hydrostatic Design Basis
1.2 The values stated in inch-pound units are to be regarded
forThermoplasticPipeMaterialsorPressureDesignBasis
as the standard.
for Thermoplastic Pipe Products
1.3 The following safety hazards caveat pertains only to the
D3035 SpecificationforPolyethylene(PE)PlasticPipe(DR-
test method portion, Section 7, of this specification: This PR) Based on Controlled Outside Diameter
standard does not purport to address all of the safety concerns,
D3261 Specification for Butt Heat Fusion Polyethylene (PE)
if any, associated with its use. It is the responsibility of the user Plastic Fittings for Polyethylene (PE) Plastic Pipe and
of this standard to establish appropriate safety and health
Tubing
practices and determine the applicability of regulatory limita- D3350 Specification for Polyethylene Plastics Pipe and Fit-
tions prior to use.
tings Materials
F412 Terminology Relating to Plastic Piping Systems
2. Referenced Documents
2.2 Federal Standard:
2.1 ASTM Standards:
Fed. Std. No. 123 Marking for Shipment (Civil Agencies)
D1238 Test Method for Melt Flow Rates of Thermoplastics
2.3 Military Standard:
by Extrusion Plastometer
MIL-STD-129 Marking for Shipment and Storage
D1248 Specification for Polyethylene Plastics Extrusion
Materials for Wire and Cable
3. Terminology
D1505 Test Method for Density of Plastics by the Density-
3.1 Definitions:
Gradient Technique
3.1.1 General—Nomenclature is in accordance with Termi-
D1598 Test Method for Time-to-Failure of Plastic Pipe
nology F412 and abbreviations are in accordance with Termi-
Under Constant Internal Pressure
nology D1600, unless otherwise indicated.
D1599 Test Method for Resistance to Short-Time Hydraulic
3.1.2 high-pressure irrigation pipeline—this term applies to
Pressure of Plastic Pipe, Tubing, and Fittings
underground pipelines constructed of PE pipe from 0.5 to 6 in.
D1600 Terminology forAbbreviatedTerms Relating to Plas-
nominal diameter and subject to pressures, including surge
tics
pressures, from 80 to 200 psi (550 to 1380 kPa).
D2122 Test Method for Determining Dimensions of Ther-
moplastic Pipe and Fittings 3.1.3 hydrostatic design stress—the recommended maxi-
mum hoop stress that can be applied continuously with a high
degree of certainty that failure of the pipe will not occur.
This specification is under the jurisdiction ofASTM Committee F17 on Plastic
3.1.4 pressure rating (PR)—the estimated maximum pres-
Piping Systems and is the direct responsibility of Subcommittee F17.61 on Water.
Current edition approved Aug. 1, 2005. Published August 2005. Originally
sure that the medium in the pipe can exert continuously with a
´1
approved in 1982. Last previous edition approved in 1999 as F771 – 99 . DOI:
high degree of certainty that failure of the pipe will not occur.
10.1520/F0771-99R05.
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Standards volume information, refer to the standard’s Document Summary page on AvailablefromStandardizationDocumentsOrderDesk,Bldg.4SectionD,700
the ASTM website. Robbins Ave., Philadelphia, PA 19111-5094, Attn: NPODS.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
F771−99 (2005)
3.1.5 relation between standard dimension ratio, hydro- 5. Materials
static design stress and pressure rating—the following expres-
5.1 General—The polyethylenes used to make pipe meeting
sion, commonly known as the ISO equation, is used to relate
the requirements of this specification are categorized by means
standard dimension ratio, hydrostatic design stress, and pres-
of two criteria, namely: (1) short-term strength tests and (2)
sure rating:
long-term strength tests.
For outside diameter-controlled pipe:
5.2 Basic Materials and Compound—Basic material and
2S/P5SDR21or2S/P5~D /t!21 (1)
plasticextrusioncompoundshallmeettherequirementsforone
of three basic PE grades as defined in Specification D1248,in
For inside diameter-controlled pipe: whichtherequirementsarebasedonshort-termtests,orsimilar
grades as defined in Specification D3350 in which the require-
2S/P5SIDR11or2S/P5 D /t 11 (2)
~ !
i
ments are based on both short-term and long-term tests.
5.3 Hydrostatic Design Stresses—This specification covers
where:
PE pipe made from PE plastics as defined by two hydrostatic
S = hydrostatic design stress, psi (or kPa),
design stresses developed on the basis of long-term tests and
P = pressure rating, psi (or kPa),
four standard thermoplastic pipe material designation codes
D = average outside diameter, in. (or mm),
(see Appendix X1).
D = average inside diameter, in. (or mm),
i
SDR = D /t, and
5.4 Rework Material—Clean rework material, generated
SIDR = D/t.
i from the manufacturer’s own pipe production, may be used by
the same manufacturer as long as the pipe produced meets all
3.1.6 standard dimension ratios (SDR)—a specific ratio of
the requirements of this specification.
the average specified outside diameter to the minimum speci-
fied wall thickness
6. Requirements
D /t (3)
6.1 Workmanship—The pipe shall be homogeneous
throughout and free of visible cracks, holes, foreign inclusions,
for outside diameter-controlled plastic pipe, the value of
or other defects. The pipe shall be as uniform as commercially
which is derived by adding one to the pertinent number
practicable in color, opacity, density, and other properties.
selected from the ANSI preferred number series 10.
NOTE 1—Pipe meeting the requirements in Specifications D2239 or
3.1.7 standard inside diameter dimension ratio (SIDR)—a
D3035 will meet all the requirements in this specification.
specific ratio of the average specified inside diameter to the
6.2 Dimensions and Tolerances:
minimum specified wall thickness
6.2.1 Controlling Diameter:
D /t (4)
i
6.2.1.1 Outside Diameter Controlled Pipe—The outside
diameters and tolerances shall be as shown in Table 1 when
for inside diameter-controlled plastic pipe, the value of measured in accordance with 7.4 and 7.4.1.1.
which is derived by subtracting one from the pertinent number
6.2.1.2 Inside Diameter Controlled Pipe—The inside diam-
selected from the ANSI preferred number series 10. eters and tolerances shall be as shown in Table 2 when
measured in accordance with 7.4 and 7.4.1.2.
3.1.8 standard thermoplastic pipe material designation
6.2.2 Wall Thickness:
code—the pipe material designation code consists of the
6.2.2.1 Outside Diameter Controlled Pipe—The wall thick-
abbreviation PE, followed by the Specification D1248 grade in
nesses and tolerances shall be as shown in Table 3 when
arabic numerals and the hydrostatic design stress in units of
measured in accordance with 7.4 and 7.4.2.
100 psi with any decimal figures dropped. When the design
6.2.2.2 Inside Diameter Controlled Pipe—The wall thick-
stress code contains less than two figures, a cipher is used
nesses and tolerances shall be as shown in Table 4 when
before the number. Example: PE2306, PE3406, PE3408, etc.
measured in accordance with 7.4 and 7.4.2.
3.1.9 working pressure—the maximum allowable pressure
in the system. ASAE 5376 establishes this pressure shall not
exceed 72 % of the pressure rating of the pipe in order to
TABLE 1 Outside Diameters and Tolerances for SDR-PR PE
provide for surge protection.
Plastic Pipe
Nominal Pipe Outside Diameter, in. Tolerances, in.
4. Classification
Size, in.
4.1 General—This specification covers PE pipe made from
⁄2 0.840 ±0.004
four PE plastic materials in both controlled inside diameter ⁄4 1.050 ±0.004
1 1.315 ±0.005
with standard dimension ratios of SIDR 5.3, SIDR 7, SIDR 9,
1 ⁄4 1.660 ±0.005
SIDR 11.5, SIDR 15, and SIDR 19 and controlled outside
1 ⁄2 1.900 ±0.006
diameter with SDR 21, SDR 17, SDR 13.5, and SDR 11. The 2 2.375 ±0.006
3 3.500 ±0.008
pressure rating is uniform for all nominal pipe sizes for a given
4 4.500 ±0.009
PE pipe material and SDR/SIDR (see Table X1.1 and Appen-
6 6.625 ±0.011
dix X1).
F771−99 (2005)
TABLE 2 Inside Diameters and Tolerances for SIDR-PR PE
7.4.1 Controlling Diameter:
Plastic Pipe
7.4.1.1 With controlled outside diameter, measure the out-
Nominal Pipe Average Inside Diameter, in. Tolerances, in.
side diameter and tolerances of the pipe in accordance with
Size, in.
Method D2122. The tolerances for out-of-roundness shall
⁄2 0.622 +0.010
apply only on pipe prior to shipment.
−0.010
⁄4 0.824 +0.010
7.4.1.2 With controlled inside diameter, measure the inside
−0.015
diameter of the pipe with a tapered plug gage in accordance
1 1.049 +0.010
with Method D2122.
−0.020
1 ⁄4 1.380 +0.010 7.4.2 Wall Thickness—Make micrometer measurements of
−0.020
the wall thickness in accordance with Method D2122 to
1 ⁄2 1.610 +0.015
determine the minimum value. Measure the wall thickness at
−0.020
2 2.067 +0.015
both ends of the pipe to the nearest 0.001 in. (0.02 mm).
−0.020
7.4.3 Wall Thickness Range—The wall thickness range of
2 ⁄2 2.469 +0.015
any cross section shall not exceed 12 % when measured in
−0.250
3 3.068 +0.015
accordance with Method D2122.
−0.030
4 4.026 +0.015
7.5 Sustained Pressure Test—Select the test specimens at
−0.035
random. Test individually with water at two controlled tem-
6 6.065 +0.020
peratures under the pressures given in Table 3, twelve speci-
−0.035
mens of pipe, each specimen at least ten times the nominal
diameter in length, but not less than 10 in. (250 mm) nor more
than 3 ft (1000 mm) between end closures and containing the
6.2.3 Wall Thickness Range—The wall thickness range of
permanent marking on the pipe. Test six specimens at each
any cross section shall not exceed 12 % when measured in
temperature. Maintain the specimens at the pressures indicated
accordance with 7.4 and 7.4.3.
fortheappropriatetemperatureforaperiodof1000h.Holdthe
pressure as closely as possible, but within6 10 psi (670 kPa).
6.3 Sustained Pressure—The pipe shall not fail, balloon,
Prior to pressurization, condition the specimens for at least 2 h
burst, or weep as defined in Test Method D1598 at the test
atwithin 62°Cofthespecifiedtesttemperatures.Maintainthe
pressures given in Table 5 when tested in accordance with 7.5.
test temperature within 6 2°C of the specified temperature.
6.4 Burst Pressure—The minimum burst pressures for PE
Test in accordance with Test Method D1598, except maintain
plastic pipe shall be as given in Table 6 when determined in
the pressure at the values given in Table 3 for 1000 h. Failure
accordance with 7.6.
of two of the six specimens tested at either temperature
6.5 Carbon Black—The polyethylene pipe extrusion com-
constitutes failure of the test. Failure of one of six specimens
pound shall contain at least 2 % carbon black when tested in
tested at either temperature is cause for retest of six additional
accordance with 7.7. For pipe produced by simultaneous
specimens at that temperature. Failure of one of six specimens
multiple extrusion, this requirement shall apply to the outer
tested at either temperature in retest constitutes failure in the
layer.
test. Failure of the pipe shall be in accordance with Test
Method D1598.
6.6 Elevated Temperature Sustained Pressure—The average
failure time must meet or exceed the specified minimum
7.6 Burst Pressure—The test equipment, procedures and
averagefailuretimeinTable7forbothhoopstressesofagiven
failure definitions shall be as specified in Test Method D1599.
pipe test category when tested in accordance with 7.9.
In addition, the failure must be ductile.
7.7 Carbon Black—Determine in duplicate the carbon black
7. Test Methods
content of the pipe, in accordance with Test Method D1603.
7.1 Conditioning:
The average value shall meet the requirements of 6.5.
7.1.1 Qualification Tests—Condition the test specimens at
7.8 Density—Determine the density of the pipe compound
73 6 3°F (23 6 2°C) in accordance with Procedure A of
inaccordancewithTestMethodD1505,usingthreespecimens.
Methods D1238 for those tests where conditioning is required.
CalculatethedensityofthePEbaseresin(uncoloredPE)inthe
7.1.2 QualityControlTests—Conditionthetestspecimensat
pipe compound as follows:
73 6 3°F (23 6 2°C) for4hinairor1hin water.
D 5D 20.0044C (5)
7.2 Test Conditions—Conduct the tests in the Standard
R P
Laboratory Atmosphere of 73 6 3°F (23 6 2°C) unless
otherwise specified in the test methods or in this specification.
where:
7.3 Sampling—The selection of the sample or samples of D = average density of resin, g/cm ,
R
pipe shall be as agreed upon between the purchaser and seller. D = density of pipe compound, g/cm , and
P
C = weight percent of carbon black.
In case of no prior agreement, any sample selected by the
testing laboratory shall be deemed adequate.
7.9 Elevated Temperature Test—Determine pipe test cat-
7.4 DimensionsandTolerances—Anylengthofpipemaybe egory in Table 7 for a given piping material. Base resin melt
used to determine the dimensions. index is determined in accordance with Test Method D1238
F771−99 (2005)
A
TABLE 3 Wall Thicknesses and Tolerances for SDR-PR PE Plastic Pipe with Controlled Outside Diameters
Nominal SDR 21 SDR 17 SDR 13.5 SDR 11
Pipe
Minimum, in. Tolerance, in. Minimum, in. Tolerance, in. Minimum, in. Tolerance, in. Minimum, in. Tolerance, in.
Size, in.
B B
⁄2 0.062 +0.020 0.062 +0.020 0.062 +0.020 0.076 +0.020
B
⁄4 0.062 +0.020 0.062 +0.020 0.078 +0.020 0.095 +0.021
1 0.062 +0.020 0.077 +0.020 0.097 +0.020 0.119 +0.026
...
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