ASTM F1741-18

Standard Practice for Installation of Machine Spiral Wound Poly (Vinyl Chloride) (PVC) Liner Pipe for Rehabilitation of Existing Sewers and Conduits

SIGNIFICANCE AND USE
4.1 This practice is for use by designers and specifiers, regulatory agencies, owners, and inspection organizations who are involved in the rehabilitation of non-pressure sewers and conduits. Modifications may be required for specific job conditions.
SCOPE
1.1 This practice describes the procedures for the rehabilitation of sewer lines and conduits for existing pipelines 6 to 180 in. in diameter by the insertion of a machine-made field-fabricated spiral wound liner pipe into the existing pipeline using a winding machine which remains stationary in the insertion pit or, alternatively, which travels along the interior of the existing pipeline. These rehabilitation processes can be used in a variety of gravity applications such as sanitary sewers, storm sewers, culverts, and process piping.  
1.1.1 When using stationary installation equipment for existing pipelines 6 to 48 in., after insertion, the spiral wound liner pipe is expanded until it presses against the interior surface of the existing pipeline. Alternatively, for existing pipelines 6 to 108 in. in diameter, the spiral wound liner pipe is inserted as a fixed diameter into the existing pipeline and is not expanded, and the annular space between the spiral wound liner pipe and the existing pipe is grouted.  
1.1.2 When using the traveling installation equipment for existing pipelines 6 to 180 in. the spiral wound liner pipe is installed in contact with the interior surface of the existing pipeline to form a close fit liner, except in the corners of rectangular pipes or where obstructions or offsets occur. Alternatively, for existing pipelines 6 to 180 in. in diameter and for similar sized existing non circular pipelines such as arched or oval or rectangular shapes, the spiral wound liner is installed as a fixed diameter into the exiting pipeline to form a non-close fit liner and the annular space between the spiral wound liner pipe and the existing pipe is grouted.  
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.  
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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.3.1 Particular attention is drawn to those safety regulations and requirements involving entering into and working in confined spaces.  
1.4 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

• Status: Historical
• Publication Date: 31-Mar-2018
• ICS: 23.040.20 - Plastics pipes
• ICS: 83.080.20 - Thermoplastic materials
• Technical Committee: F17 - Plastic Piping Systems
• Drafting Committee: F17.67 - Trenchless Plastic Pipeline Technology

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:F1741 −18
Standard Practice for
Installation of Machine Spiral Wound Poly (Vinyl Chloride)
(PVC) Liner Pipe for Rehabilitation of Existing Sewers and
1
Conduits
This standard is issued under the fixed designation F1741; 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* 1.3 This standard does not purport to address all of the
safety concerns, if any, associated with its use. It is the
1.1 This practice describes the procedures for the rehabili-
responsibility of the user of this standard to establish appro-
tation of sewer lines and conduits for existing pipelines 6 to
priate safety, health, and environmental practices and deter-
180 in. in diameter by the insertion of a machine-made
mine the applicability of regulatory limitations prior to use.
field-fabricated spiral wound liner pipe into the existing
1.3.1 Particular attention is drawn to those safety regula-
pipeline using a winding machine which remains stationary in
tions and requirements involving entering into and working in
the insertion pit or, alternatively, which travels along the
confined spaces.
interior of the existing pipeline. These rehabilitation processes
1.4 This international standard was developed in accor-
canbeusedinavarietyofgravityapplicationssuchassanitary
dance with internationally recognized principles on standard-
sewers, storm sewers, culverts, and process piping.
ization established in the Decision on Principles for the
1.1.1 When using stationary installation equipment for ex-
Development of International Standards, Guides and Recom-
isting pipelines 6 to 48 in., after insertion, the spiral wound
mendations issued by the World Trade Organization Technical
liner pipe is expanded until it presses against the interior
Barriers to Trade (TBT) Committee.
surface of the existing pipeline. Alternatively, for existing
pipelines 6 to 108 in. in diameter, the spiral wound liner pipe
2. Referenced Documents
is inserted as a fixed diameter into the existing pipeline and is
2
2.1 ASTM Standards:
not expanded, and the annular space between the spiral wound
C39/C39MTest Method for Compressive Strength of Cylin-
liner pipe and the existing pipe is grouted.
drical Concrete Specimens
1.1.2 When using the traveling installation equipment for
C109/C109MTest Method for Compressive Strength of
existing pipelines 6 to 180 in. the spiral wound liner pipe is
Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube
installed in contact with the interior surface of the existing
Specimens)
pipeline to form a close fit liner, except in the corners of
C495Test Method for Compressive Strength of Lightweight
rectangular pipes or where obstructions or offsets occur.
Insulating Concrete
Alternatively,forexistingpipelines6to180in.indiameterand
D883Terminology Relating to Plastics
for similar sized existing non circular pipelines such as arched
D1600TerminologyforAbbreviatedTermsRelatingtoPlas-
orovalorrectangularshapes,thespiralwoundlinerisinstalled
tics
asafixeddiameterintotheexitingpipelinetoformanon-close
F412Terminology Relating to Plastic Piping Systems
fit liner and the annular space between the spiral wound liner
F1216Practice for Rehabilitation of Existing Pipelines and
pipe and the existing pipe is grouted.
Conduits by the Inversion and Curing of a Resin-
1.2 The values stated in inch-pound units are to be regarded
Impregnated Tube
as standard. The values given in parentheses are mathematical
F1417Practice for Installation Acceptance of Plastic Non-
conversions to SI units that are provided for information only
pressure Sewer Lines Using Low-Pressure Air
and are not considered standard.
F1697Specification for Poly(Vinyl Chloride) (PVC) Profile
StripforMachineSpiral-WoundLinerPipeRehabilitation
of Existing Sewers and Conduit
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
2
Trenchless Plastic Pipeline Technology. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Current edition approved April 1, 2018. Published July 2018. Originally contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM
approvedin1996.Lastpreviouseditionapprovedin2016asF1741–08(2016).DOI: Standards volume information, refer to the standard’s Document Summary page on
10.1520/F1741-18. the ASTM website.
*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

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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: F1741 − 08 (Reapproved 2016) F1741 − 18
Standard Practice for
Installation of Machine Spiral Wound Poly (Vinyl Chloride)
(PVC) Liner Pipe for Rehabilitation of Existing Sewers and
1
Conduits
This standard is issued under the fixed designation F1741; 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*
1.1 This practice describes the procedures for the rehabilitation of sewer lines and conduits for existing pipelines 6 to 180 in.
in diameter by the insertion of a machine-made field-fabricated spiral wound liner pipe into the existing pipeline using a winding
machine which remains stationary in the insertion pit or, alternatively, which travels along the interior of the existing pipeline.
These rehabilitation processes can be used in a variety of gravity applications such as sanitary sewers, storm sewers, culverts, and
process piping.
1.1.1 When using stationary installation equipment for existing pipelines 6 to 48 in., after insertion, the spiral wound liner pipe
is expanded until it presses against the interior surface of the existing pipeline. Alternatively, for existing pipelines 6 to 108 in. in
diameter, the spiral wound liner pipe is inserted as a fixed diameter into the existing pipeline and is not expanded, and the annular
space between the spiral wound liner pipe and the existing pipe is grouted.
1.1.2 When using the traveling installation equipment for existing pipelines 6 to 180 in. the spiral wound liner pipe is installed
in contact with the interior surface of the existing pipeline to form a close fit liner, except in the corners of rectangular pipes or
where obstructions or offsets occur. Alternatively, for existing pipelines 6 to 180 in. in diameter and for similar sized existing non
circular pipelines such as arched or oval or rectangular shapes, the spiral wound liner is installed as a fixed diameter into the exiting
pipeline to form a non-close fit liner and the annular space between the spiral wound liner pipe and the existing pipe is grouted.
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.
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 safety, health, and healthenvironmental practices and determine the
applicability of regulatory limitations prior to use.
1.3.1 Particular attention is drawn to those safety regulations and requirements involving entering into and working in confined
spaces.
1.4 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:
C39/C39M Test Method for Compressive Strength of Cylindrical Concrete Specimens
C109/C109M Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
C495 Test Method for Compressive Strength of Lightweight Insulating Concrete
D883 Terminology Relating to Plastics
D1600 Terminology for Abbreviated Terms Relating to Plastics
F412 Terminology Relating to Plastic Piping Systems
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 May 1, 2016April 1, 2018. Published May 2016July 2018. Originally approved in 1996. Last previous edition approved in 20082016 as
F1741F1741–08(2016).–08. DOI: 10.1520/F1741-08R16.10.1520/F1741-18.
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 the ASTM website.
*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
...