ASTM F1606-19
(Practice)Standard Practice for Rehabilitation of Existing Sewers and Conduits with Deformed Polyethylene (PE) Liner
Standard Practice for Rehabilitation of Existing Sewers and Conduits with Deformed Polyethylene (PE) Liner
SIGNIFICANCE AND USE
4.1 This practice is to provide guidance for designers and specifiers, regulatory agencies, owners, and inspection organizations who are involved in the rehabilitation of conduits. Modifications may be required depending on specific job conditions to establish a project specification. The manufacturer of the product should be consulted for design and installation information.
SCOPE
1.1 This practice covers the requirements for the installation of deformed polyethylene (PE) liner for pipeline rehabilitation.
1.2 This practice describes a method by which the PE liner may be installed with little or no excavation.
1.3 This practice applies to the rehabilitation of 3 to 18 in. (76 to 457 mm) diameter pipe in terms of installation. The specifier determines what DR is used based on conditions of the specific application.
1.4 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.
1.5 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.
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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.
Designation: F1606 − 19
Standard Practice for
Rehabilitation of Existing Sewers and Conduits with
1
Deformed Polyethylene (PE) Liner
This standard is issued under the fixed designation F1606; 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* D3350Specification for Polyethylene Plastics Pipe and Fit-
tings Materials
1.1 Thispracticecoverstherequirementsfortheinstallation
F412Terminology Relating to Plastic Piping Systems
ofdeformedpolyethylene(PE)linerforpipelinerehabilitation.
F1417Practice for Installation Acceptance of Plastic Non-
1.2 This practice describes a method by which the PE liner
pressure Sewer Lines Using Low-Pressure Air
may be installed with little or no excavation.
F1533Specification for Deformed Polyethylene (PE) Liner
1.3 This practice applies to the rehabilitation of 3 to 18in.
2.2 NASSCO Standard:
(76 to 457mm) diameter pipe in terms of installation. The
Recommended Specifications for Sewer Collection System
specifier determines what DR is used based on conditions of 3
Rehabilitation
the specific application.
1.4 This standard does not purport to address all of the
3. Terminology
safety concerns, if any, associated with its use. It is the
3.1 General—Abbreviations used in this practice are in
responsibility of the user of this standard to establish appro-
accordance with Terminology D1600, and definitions are in
priate safety, health, and environmental practices and deter-
accordance with Terminology F412, unless otherwise indi-
mine the applicability of regulatory limitations prior to use.
cated.
1.5 This international standard was developed in accor-
3.2 Definitions of Terms Specific to This Standard:
dance with internationally recognized principles on standard-
3.2.1 deformed pipe—HDPE or MDPE pipe manufactured
ization established in the Decision on Principles for the
in deformed shape with a reduced cross-sectional area that
Development of International Standards, Guides and Recom-
includesthemostcommonu-geometricformforuseinexisting
mendations issued by the World Trade Organization Technical
sewer and conduit rehabilitation. (See Fig. 1.)
Barriers to Trade (TBT) Committee.
3.2.2 dimpling—a localized deformation resulting from
2. Referenced Documents
expansion, during rounding of a thermoplastic deformed PE
2
pipe, into space where a side connector meets an existing
2.1 ASTM Standards:
conduit and where there is no support for the deformed PE
D638Test Method for Tensile Properties of Plastics
pipe.
D790Test Methods for Flexural Properties of Unreinforced
and Reinforced Plastics and Electrical Insulating Materi- 3.2.3 insertion point—an existing manhole, existing access
als shaftoranexcavatedpitthatservesasthepointofentrancefor
D1600TerminologyforAbbreviatedTermsRelatingtoPlas- the deformed pipe into the existing pipe.
tics
3.2.4 liner—PE reformed pipe fully functional as pipe
D2122Test Method for Determining Dimensions of Ther-
within a rehabilitated pipe.
moplastic Pipe and Fittings
3.2.5 manifolds—set of the equipment required for heat and
pressure processing of the deformed pipe.
3.2.6 pipeline— existing sewer to be rehabilitated.
1
This practice is under the jurisdiction of ASTM Committee F17 on Plastic
Piping Systems and is the direct responsibility of Subcommittee F17.67 on
3.2.7 reformed pipe—PE deformed pipe processed by heat
Trenchless Plastic Pipeline Technology.
and pressure after insertion into the pipeline and reformed to a
Current edition approved Nov. 1, 2019. Published December 2019. Originally
fit conforming to the existing pipe (See Fig. 1.)
approvedin1995.Lastpreviouseditionapprovedin2014asF1606–05(2014).DOI:
10.1520/F1606-19.
2
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
3
Standards volume information, refer to the standard’s Document Summary page on NASSCO, Inc. 2470 Longstone Lane, Suite M, Marriottsville, MD 21104.
the ASTM website. http://nassco.org/
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
---------------------- Page: 1 ----------------------
F1606 − 19
turer of the product should be consulted for design and
installation information.
5. Materials
5.1 The deformed PE liner should be in accordance with
Specification F1533.
5.2 The following are minimum cell
...
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 previous version. Because
it 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 version
of the standard as published by ASTM is to be considered the official document.
Designation: F1606 − 05 (2014) F1606 − 19
Standard Practice for
Rehabilitation of Existing Sewers and Conduits with
1
Deformed Polyethylene (PE) Liner
This standard is issued under the fixed designation F1606; 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 Scope*
1.1 This practice covers the requirements for the installation of deformed polyethylene (PE) liner for pipeline rehabilitation.
1.2 This practice describes a method by which the PE liner may be installed with little or no excavation.
1.3 This practice applies to the rehabilitation of 3 to 18- in. 18 in. (76 to 457-mm)457 mm) diameter pipe in terms of installation.
The specifier determines what DR is used based on conditions of the specific application.
1.4 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 safety, health, and healthenvironmental practices and determine the
applicability of regulatory limitations prior to use.
1.5 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.
2. Referenced Documents
2
2.1 ASTM Standards:
D638 Test Method for Tensile Properties of Plastics
D790 Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials
D1600 Terminology for Abbreviated Terms Relating to Plastics
D2122 Test Method for Determining Dimensions of Thermoplastic Pipe and Fittings
D3350 Specification for Polyethylene Plastics Pipe and Fittings Materials
F412 Terminology Relating to Plastic Piping Systems
F1417 Practice for Installation Acceptance of Plastic Non-pressure Sewer Lines Using Low-Pressure Air
3
F1533 Specification for Deformed Polyethylene (PE) Liner (Withdrawn 2018)
2.2 NASSCO Standard:
4
Recommended Specifications for Sewer Collection System Rehabilitation
3. Terminology
3.1 General—Abbreviations used in this practice are in accordance with Terminology D1600, and definitions are in accordance
with Terminology F412, unless otherwise indicated.
3.2 Definitions of Terms Specific to This Standard:
3.2.1 deformed pipe—HDPE or MDPE pipe manufactured in deformed shape with a reduced cross-sectional area that includes
the most common u-geometric form for use in existing sewer and conduit rehabilitation. (See Fig. 1.)
3.2.2 dimpling—a localized deformation resulting from expansion, during rounding of a thermoplastic deformed PE pipe, into
space where a side connector meets an existing conduit and where there is no support for the deformed PE pipe.
1
This practice is under the jurisdiction of ASTM Committee F17 on Plastic Piping Systems and is the direct responsibility of Subcommittee F17.67 on Trenchless Plastic
Pipeline Technology.
Current edition approved March 1, 2014Nov. 1, 2019. Published October 2014December 2019. Originally approved in 1995. Last previous edition approved in 20052014
as F1606F1606–05(2014).–05. DOI: 10.1520/F1606-05R14.
2
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 the ASTM website.
3
The last approved version of this historical standard is referenced on www.astm.org.
4
NASSCO, Inc. 2470 Longstone Lane, Suite M, Marriottsville, MD 21104. http://nassco.org/
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
---------------------- Page: 1 ----------------------
F1606 − 19
(a) Deformed Pipe
(b) Reformed Pipe
NOTE 1—This figure is intended only for clarification of terms specific to this practice and shows representative deformed and reformed pipe shapes.
Other deformed pipe shapes may meet the general requirements of this practice.
FIG. 1 Deformed Pipe and Reformed Pipe—Clarification of Terms
3.2.3 insertion point—an existing manhole, existing access shaft or an excavated pit that s
...
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