ASTM F1533-01(2009)
(Specification)Standard Specification for Deformed Polyethylene (PE) Liner (Withdrawn 2018)
Standard Specification for Deformed Polyethylene (PE) Liner (Withdrawn 2018)
ABSTRACT
This specification covers requirements and test methods for deformed polyethylene (PE) liner for the rehabilitation of gravity flow and nonpressure pipelines. PE material shall conform to the recommended hydrostatic design basis. The process shall involve installing a deformed liner into an existing pipeline then reforming the liner to fit tightly to the bore of the original pipeline. Requirements and test methods that shall conform to this specification include workmanship, dimensions, size, environmental stress crack resistance, tensile strength, tensile elongation, flexural modulus, conditioning, referee testing, quality control testing, marking, and packaging.
SCOPE
1.1 This specification covers requirements and test methods for materials of deformed PE liner intended for the rehabilitation of gravity flow and nonpressure pipelines. This application is for municipal sewage, storm water, industrial process liquids and effluents, conduit, and ducts. This renewal process involves installing a deformed liner into an existing pipeline, conduit, or duct, then reforming the liner with heat and pressure to fit tightly to the bore of the original pipeline, conduit, or duct.
1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. In referee decisions, inch-pound units shall be used.
1.3 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WITHDRAWN RATIONALE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 requirements and test methods for materials of deformed PE liner intended for the rehabilitation of gravity flow and nonpressure pipelines. This application is for municipal sewage, storm water, industrial process liquids and effluents, conduit, and ducts. This renewal process involves installing a deformed liner into an existing pipeline, conduit, or duct, then reforming the liner with heat and pressure to fit tightly to the bore of the original pipeline, conduit, or duct.
Formerly under the jurisdiction of Committee F17 on Plastic Piping Systems, this specification was withdrawn in May 2018 in accordance with section 10.6.3 of the Regulations Governing ASTM Technical Committees, which requires that standards shall be updated by the end of the eighth year since the last approval date.
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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:F1533 −01 (Reapproved 2009) An American National Standard
Standard Specification for
Deformed Polyethylene (PE) Liner
This standard is issued under the fixed designation F1533; the number immediately following the designation indicates the year of
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 last revision or reapproval.
1. Scope D2412 Test Method for Determination of External Loading
Characteristics of Plastic Pipe by Parallel-Plate Loading
1.1 This specification covers requirements and test methods
D2837 Test Method for Obtaining Hydrostatic Design Basis
for materials of deformed PE liner intended for the rehabilita-
forThermoplasticPipeMaterialsorPressureDesignBasis
tionofgravityflowandnonpressurepipelines.Thisapplication
for Thermoplastic Pipe Products
is for municipal sewage, storm water, industrial process liquids
D3350 Specification for Polyethylene Plastics Pipe and Fit-
andeffluents,conduit,andducts.Thisrenewalprocessinvolves
tings Materials
installing a deformed liner into an existing pipeline, conduit, or
F412 Terminology Relating to Plastic Piping Systems
duct, then reforming the liner with heat and pressure to fit
F1248 Test Method for Determination of Environmental
tightly to the bore of the original pipeline, conduit, or duct.
Stress Crack Resistance (ESCR) of Polyethylene Pipe
1.2 The values stated in inch-pound units are to be regarded 3
(Withdrawn 2007)
as standard. The values given in parentheses are mathematical
2.2 Federal Standard:
conversions to SI units that are provided for information only
Fed. Std. No. 123 Marking for Shipment (Civil Agencies)
and are not considered standard. In referee decisions, inch-
2.3 Military Standard:
pound units shall be used.
MIL-STD-129 Marking for Shipment and Storage
1.3 This standard does not purport to address all of the
safety concerns, if any, associated with its use. It is the
3. Terminology
responsibility of the user of this standard to establish appro-
3.1 Definitions:
priate safety and health practices and determine the applica-
3.1.1 Unless otherwise indicated, definitions are in accor-
bility of regulatory limitations prior to use.
dance with Terminology F412, and abbreviations are in accor-
dance with Terminology D1600.
2. Referenced Documents
3.1.2 deformed liner—polyethylene pipe manufactured in a
2.1 ASTM Standards:
deformed shape that reduces the cross-sectional area for
D618 Practice for Conditioning Plastics for Testing
insertion and rehabilitation of nonpressure pipelines, conduits,
D638 Test Method for Tensile Properties of Plastics
and ducts. (See Fig. 1.)
D790 Test Methods for Flexural Properties of Unreinforced
3.1.3 reformed liner—a reformed pipe is a sample for test
and Reinforced Plastics and Electrical Insulating Materi-
purposes formed when the deformed pipe has been inserted
als
into a given casing pipe and rerounded with heat and pressure
D1600 Terminology forAbbreviatedTerms Relating to Plas-
to fit snugly to the casing pipe taking a given cross-section, in
tics
accordance with Sections 5 and 6. (See Fig. 1.)
D1693 Test Method for Environmental Stress-Cracking of
Ethylene Plastics
4. Materials
D2122 Test Method for Determining Dimensions of Ther-
4.1 Material requirements are applicable only to materials
moplastic Pipe and Fittings
prior to extrusion into the liner. Post-extrusion product require-
ments are presented in Section 6.
This specification is under the jurisdiction ofASTM Committee F17 on Plastic
4.2 Material Classifications—Polyethylene materials allow-
Piping Systems and is the direct responsibility of Subcommittee F17.26 on Olefin
able for use in the manufacture of polyethylene liner under this
Based Pipe.
Current edition approved Dec. 1, 2009. Published March 2010. Originally
approved in 1994. Last previous edition approved in 2001 as F1533 – 01. DOI:
10.1520/F1533-01R09. The last approved version of this historical standard is referenced on
For referenced ASTM standards, visit the ASTM website, www.astm.org, or www.astm.org.
contact ASTM Customer Service at service@astm.org. 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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F1533−01 (2009)
TABLE 1 Hydrostatic Design Basis of Pipe Materials
Thermoplastic Pipe Material
Required Hydrostatic Design Basis
Designation Code
Pipe Designation HDB, psi (MPa)
PE 3408 1600 psi at 73°F (11.03 MPa at 23°C)
PE 2406 1250 psi at 73°F (8.62 MPa at 23°C)
TABLE 2 Minimum D3350 Cell Classification Limits for Liner Ma-
A
terials
Property Material PE 2406 PE 3408
Density 2 3
Melt 3 4
Flexural modulus 4 5
Tensile strength 3 4
ESCR 3 3
HDB 3 4
Color and UV stabilizer C or E C or E
A
Cell classification should be certified by the resin manufacturer per lot, as
shipped to the pipe manufacturer.
material meeting requirements in 4.2 in any combination, as
(a) Deformed Pipe
long as the liner produced meets all of the requirements of this
specification for the pipe designated.
5. Sampling
5.1 Reformed pipe sample preparation shall involve the
rounding of a deformed pipe sample within a split pipe mold
with an inside diameter equal to the nominal outside diameter
shown in Table 3.Adeformed pipe sample of sufficient length
(10 ft maximum) to complete the testing requirements shall be
inserted into the split pipe mold and secured at the ends. The
ends shall have threaded nipples for applying steam with a
pressure gage having steam discharge piping. The assembly
shall be placed in an enclosed chamber for heating. Ambient
pressure steam shall be applied to the chamber for at least a
15-min period at a minimum temperature of 200°F. The
temperature shall be elevated to 250°F and the pipe shall be
reformed by applying 14.5 psig for a period of 2 min. The
pressure shall be increased to a maximum of 26 psig for an
additional period of 2 min. While maintaining the 26-psig
internal pressure, transition to air pressure and cool to 100°F or
(b) Reformed Pipe
less. Remove the reformed sample from the mold for testing.
NOTE 1—This figure is intended only for clarification of terms specific
to this specification and shows representative deformed and reformed pipe
TABLE 3 Dimensions and Tolerances
shapes.Otherdeformedpipeshapesmaymeetthegeneralrequirementsof
this specification. Nominal
Minimum Wall Thickness, in.
Outside Outside Diameter
FIG. 1Deformed Pipe and Reformed Pipe—Clarification of Terms
B
Diameter, Tolerances
DR17 DR24 DR26 DR32.5
A
in.
3.00 +0.00, −0.015 0.176 0.124 0.115 . . .
specification shall have a Plastic Pipe Institute (PPI) recom-
4.00 +0.00, −0.015 0.234 0.166 0.153 . . .
mended Hydrostatic Design Basis in accordance with Table 1
6.00 +0.00, −0.015 0.352 0.249 0.230 0.184
and shall have a minimum classification in accordance with 8.00 +0.00, −0.020 0.469 0.332 0.306 0.245
10.00 +0.00, −0.020 0.587 0.416 0.384 0.307
Specification D3350, as shown in Table 2.
12.00 +0.00, −0.025 0.704 0.499 0.461 0.368
15.00 +0.00, −0.050 0.879 0.623 0.575 0.460
4.3 Rework Material—Clean, rework material, meeting re-
18.00 +0.00, −0.060 1.055 0.748 0.690 0.552
quirements in 4.2, and generated from the manufacturer’s own
A
The reformed pipe permits variance of nominal outside diameter during instal-
pipe production, may be used by the same manufacturer, with
lation of −0.4 to +3.4 % to match existing pipe inside diameter. The larger variance
may increase the DR value. Existing inside pipe diameters outside this range will
necessitate special sizes.
B
Available from Plastics Pipe Institute (PPI), 105 Decker Court, Suite 825,
The listed outside diameter tolerances are provided for manufactured liner pipe.
Irving, TX 75062, http://www.plasticpipe.org.
F1533−01 (2009)
Safety precautions shall be provided during the test procedure, Samples shall be tested for flexural modulus in accordance
that is, during application of steam and pressure. with Test Method D790 using Method 1, Procedure B and a 2
in. (50 mm) test span.
5.2 A reformed pipe sample as returned from the job site
6.6.2 Test specimens shall be sections of pipe as removed
using the job site reforming process shall be considered
from the production line before deforming or sections of pipe
acceptable for testing purposes. Sample length shall be a
that have been reformed in accordance with 5.1 or 5.2. Cell
minimum of 6 in. (153 mm).
Classification value shall be verified by measuring the pipe
5.3 The frequency of sampling shall be agreed upon be-
stiffness at 5% deflection per Test Method D2412, and calcu-
tween the purchaser and the seller.
lating the corresponding flex modulus for the pipe section per
Test Method D2412.
6. Requirements and Test Methods
6.7 Conditioning:
6.1 Workmanship—The deformed liner shall be essentially
uniform in color, opacity, and other properties. Th
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