ASTM F1606-05

Standard Practice for Rehabilitation of Existing Sewers and Conduits with Deformed Polyethylene (PE) Liner

SIGNIFICANCE AND USE
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 and health practices and determine the applicability of regulatory limitations prior to use.

General Information

• Status: Historical
• Publication Date: 14-Nov-2005
• ICS: 23.040.20 - Plastics pipes
• Technical Committee: F17 - Plastic Piping Systems
• Drafting Committee: F17.67 - Trenchless Plastic Pipeline Technology

Relations

• Replaces: ASTM F1606-95 - Standard Practice for Rehabilitation of Existing Sewers and Conduits with Deformed Polyethylene (PE) Liner (Withdrawn 2004)
• Effective Date: 15-Nov-2005
• Replaced By: ASTM F1606-05(2014) - Standard Practice for Rehabilitation of Existing Sewers and Conduits with Deformed Polyethylene (PE) Liner
• Effective Date: 01-Mar-2014
• Referred By: ASTM F3508-21a - Standard Guide for In-Situ Pipeline Renovation As Dual-Wall Composite Pipeline by Push/Pull Installation of Compressed-Fit Shape-Memory-Polymer Tubular (SMPT)
• Effective Date: 15-Nov-2005
• Referred By: ASTM F2896-23 - Standard Specification for Reinforced Polyethylene Composite Pipe For The Transport Of Oil And Gas And Hazardous Liquids
• Effective Date: 15-Nov-2005

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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: F1606 − 05 AnAmerican National Standard
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 2.2 NASSCO Standard:
Recommended Specifications for Sewer Collection System
1.1 Thispracticecoverstherequirementsfortheinstallation
3
Rehabilitation
ofdeformedpolyethylene(PE)linerforpipelinerehabilitation.
1.2 This practice describes a method by which the PE liner
3. Terminology
may be installed with little or no excavation.
3.1 General—Abbreviations used in this practice are in
1.3 This practice applies to the rehabilitation of 3 to 18- in.
accordance with Terminology D1600, and definitions are in
(76 to 457-mm) diameter pipe in terms of installation. The
accordance with Terminology F412, unless otherwise indi-
specifier determines what DR is used based on conditions of
cated.
the specific application.
3.2 Definitions of Terms Specific to This Standard:
1.4 This standard does not purport to address all of the
3.2.1 deformed pipe—HDPE or MDPE pipe manufactured
safety concerns, if any, associated with its use. It is the
in deformed shape with a reduced cross-sectional area that
responsibility of the user of this standard to establish appro-
includesthemostcommonu-geometricformforuseinexisting
priate safety and health practices and determine the applica-
sewer and conduit rehabilitation. (See Fig. 1.)
bility of regulatory limitations prior to use.
3.2.2 dimpling—a localized deformation resulting from
expansion, during rounding of a thermoplastic deformed PE
2. Referenced Documents
pipe, into space where a side connector meets an existing
2
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
3.2.3 insertion point—an existing manhole, existing access
and Reinforced Plastics and Electrical Insulating Materi-
shaftoranexcavatedpitthatservesasthepointofentrancefor
als
the deformed pipe into the existing pipe.
D1600TerminologyforAbbreviatedTermsRelatingtoPlas-
3.2.4 liner—PE reformed pipe fully functional as pipe
tics
within a rehabilitated pipe.
D2122Test Method for Determining Dimensions of Ther-
3.2.5 manifolds—set of the equipment required for heat and
moplastic Pipe and Fittings
pressure processing of the deformed pipe.
D3350Specification for Polyethylene Plastics Pipe and Fit-
tings Materials
3.2.6 pipeline— existing sewer to be rehabilitated.
F412Terminology Relating to Plastic Piping Systems
3.2.7 reformed pipe—PE deformed pipe processed by heat
F1417Practice for Installation Acceptance of Plastic Non-
and pressure after insertion into the pipeline and reformed to a
pressure Sewer Lines Using Low-Pressure Air
fit conforming to the existing pipe (See Fig. 1.)
F1533Specification for Deformed Polyethylene (PE) Liner
3.2.8 termination point—an existing manhole, existing ac-
cess shaft or an excavated pit that serves as the point of exit of
the deformed pipe from the existing 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
4. Significance and Use
Trenchless Plastic Pipeline Technology.
Current edition approved Nov. 15, 2005. Published December 2005. Originally
4.1 This practice is to provide guidance for designers and
approved in 1995. Last previous edition approved in 1995 as F1606–95, which was
specifiers, regulatory agencies, owners, and inspection organi-
withdrawn in 2004 and reinstated in 2005. DOI: 10.1520/F1606-05.
zations who are involved in the rehabilitation of conduits.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM
Standards volume information, refer to the standard’s Document Summary page on
3
the ASTM website. Available from NASSCO, 2798 Harbor Drive San Diego, CA 92113.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
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F1606 − 05
Modifications may be required depending on specific job
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F1606 − 05
Type 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, D, or E C, D, or E
5.3 The deformed pipe should be spooled in a continuous
length for
...