Standard Practice for Rehabilitation of Existing Pipelines and Conduits by Pulled-in-Place Installation of Cured-in-Place Thermosetting Resin Pipe (CIPP)

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 conduits through the use of a resin-impregnated fabric tube pulled-in-place through an existing conduit and secondarily inflated through the inversion of a calibration hose. Modifications may be required for specific job conditions.
SCOPE
1.1 This practice describes the procedures for the reconstruction of pipelines and conduits (4 to 96 in. (10 to 244 cm) diameter) by the pulled-in-place installation of a resin-impregnated, flexible fabric tube into an existing conduit and secondarily inflated through the inversion of a calibration hose by the use of a hydrostatic head or air pressure (see Fig. 1). The resin is cured by circulating hot water or by the introduction of controlled steam into the tube. When cured, the finished cured-in-place pipe will be continuous and tight fitting. This reconstruction process may be used in a variety of gravity and pressure applications such as sanitary sewers, storm sewers, process piping, electrical conduits, and ventilation systems.  
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.
Note 1: There are no ISO standards covering the primary subject matter of this practice.  
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.

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Publication Date
30-Apr-2016
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ASTM F1743-08(2016) - Standard Practice for Rehabilitation of Existing Pipelines and Conduits by Pulled-in-Place Installation of Cured-in-Place Thermosetting Resin Pipe (CIPP)
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REDLINE ASTM F1743-08(2016) - Standard Practice for Rehabilitation of Existing Pipelines and Conduits by Pulled-in-Place Installation of Cured-in-Place Thermosetting Resin Pipe (CIPP)
English language
8 pages
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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: F1743 − 08 (Reapproved 2016)
Standard Practice for
Rehabilitation of Existing Pipelines and Conduits by Pulled-
in-Place Installation of Cured-in-Place Thermosetting Resin
1
Pipe (CIPP)
This standard is issued under the fixed designation F1743; 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* D790 Test Methods for Flexural Properties of Unreinforced
and Reinforced Plastics and Electrical Insulating Materi-
1.1 This practice describes the procedures for the recon-
als
struction of pipelines and conduits (4 to 96 in. (10 to 244 cm)
D903 Test Method for Peel or Stripping Strength of Adhe-
diameter) by the pulled-in-place installation of a resin-
sive Bonds
impregnated, flexible fabric tube into an existing conduit and
D1600 Terminology forAbbreviatedTerms Relating to Plas-
secondarily inflated through the inversion of a calibration hose
tics
bytheuseofahydrostaticheadorairpressure(seeFig.1).The
D1682 Test Method for Breaking Load and Elongation of
resin is cured by circulating hot water or by the introduction of
3
Textile Fabric
controlled steam into the tube. When cured, the finished
D3039/D3039M Test Method for Tensile Properties of Poly-
cured-in-place pipe will be continuous and tight fitting. This
mer Matrix Composite Materials
reconstruction process may be used in a variety of gravity and
D3567 Practice for Determining Dimensions of “Fiberglass”
pressure applications such as sanitary sewers, storm sewers,
(Glass-Fiber-Reinforced Thermosetting Resin) Pipe and
process piping, electrical conduits, and ventilation systems.
Fittings
1.2 The values stated in inch-pound units are to be regarded
D4814 Specification for Automotive Spark-Ignition Engine
as standard. The values given in parentheses are mathematical
Fuel
conversions to SI units that are provided for information only
D5813 Specification for Cured-In-Place Thermosetting
and are not considered standard.
Resin Sewer Piping Systems
E797 Practice for Measuring Thickness by Manual Ultra-
NOTE 1—There are no ISO standards covering the primary subject
matter of this practice.
sonic Pulse-Echo Contact Method
F412 Terminology Relating to Plastic Piping Systems
1.3 This standard does not purport to address all of the
F1216 Practice for Rehabilitation of Existing Pipelines and
safety concerns, if any, associated with its use. It is the
Conduits by the Inversion and Curing of a Resin-
responsibility of the user of this standard to establish appro-
Impregnated Tube
priate safety and health practices and determine the applica-
4
2.2 AWWA Standard:
bility of regulatory limitations prior to use.
4
M28 Manual on Cleaning and Lining Water Mains
5
2. Referenced Documents
2.3 NASSCO Standard:
2
Recommended Specifications for Sewer Collection System
2.1 ASTM Standards:
Rehabilitation
D543 Practices for Evaluating the Resistance of Plastics to
Chemical Reagents
3. Terminology
D638 Test Method for Tensile Properties of Plastics
3.1 General—Definitions are in accordance with Terminol-
ogy F412. Abbreviations are in accordance with Terminology
1 D1600, unless otherwise indicated.
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.
3
Current edition approved May 1, 2016. Published May 2016. Originally Withdrawn. The last approved version of this historical standard is referenced
approved in 1996. Last previous edition approved in 2008 as F1743 – 08. DOI: on www.astm.org.
4
10.1520/F1743-08R16. Available fromAmerican Water WorksAssociation (AWWA), 6666 W. Quincy
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or Ave., Denver, CO 80235, http://www.awwa.org.
5
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Available from the National Association of Sewer Service Companies,
Standards volume information, refer to the standard’s Document Summary page on NASSCO 11521 Cronridge Drive, Suite J Owings Mills, MD 21117, http://
the ASTM website. www.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 ----------------------
F1743 − 08 (2016)
4. 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 conduits through the use of
a resin-impregnated fabric tube pulled-in-place through an
exist
...

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: F1743 − 08 F1743 − 08 (Reapproved 2016)
Standard Practice for
Rehabilitation of Existing Pipelines and Conduits by Pulled-
in-Place Installation of Cured-in-Place Thermosetting Resin
1
Pipe (CIPP)
This standard is issued under the fixed designation F1743; 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 reconstruction of pipelines and conduits (4 to 96 in. (10 to 244 cm) diameter)
by the pulled-in-place installation of a resin-impregnated, flexible fabric tube into an existing conduit and secondarily inflated
through the inversion of a calibration hose by the use of a hydrostatic head or air pressure (see Fig. 1). The resin is cured by
circulating hot water or by the introduction of controlled steam into the tube. When cured, the finished cured-in-place pipe will
be continuous and tight fitting. This reconstruction process may be used in a variety of gravity and pressure applications such as
sanitary sewers, storm sewers, process piping, electrical conduits, and ventilation systems.
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.
NOTE 1—There are no ISO standards covering the primary subject matter of this practice.
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.
2. Referenced Documents
2
2.1 ASTM Standards:
D543 Practices for Evaluating the Resistance of Plastics to Chemical Reagents
D638 Test Method for Tensile Properties of Plastics
D790 Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials
D903 Test Method for Peel or Stripping Strength of Adhesive Bonds
D1600 Terminology for Abbreviated Terms Relating to Plastics
3
D1682 Test Method for Breaking Load and Elongation of Textile Fabric
D3039/D3039M Test Method for Tensile Properties of Polymer Matrix Composite Materials
D3567 Practice for Determining Dimensions of “Fiberglass” (Glass-Fiber-Reinforced Thermosetting Resin) Pipe and Fittings
D4814 Specification for Automotive Spark-Ignition Engine Fuel
D5813 Specification for Cured-In-Place Thermosetting Resin Sewer Piping Systems
E797 Practice for Measuring Thickness by Manual Ultrasonic Pulse-Echo Contact Method
F412 Terminology Relating to Plastic Piping Systems
F1216 Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube
4
2.2 AWWA Standard:
4
M28 Manual on Cleaning and Lining Water Mains
5
2.3 NASSCO Standard:
Recommended Specifications for Sewer Collection System Rehabilitation
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 Nov. 1, 2008May 1, 2016. Published November 2008May 2016. Originally approved in 1996. Last previous edition approved in 20032008 as
F1743–96 (2003). F1743 – 08. DOI: 10.1520/F1743-08.10.1520/F1743-08R16.
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
Withdrawn. The last approved version of this historical standard is referenced on www.astm.org.
4
Available from American Water Works Association (AWWA), 6666 W. Quincy Ave., Denver, CO 80235, http://www.awwa.org.
5
Available from the National Association of Sewer Service Companies, NASSCO 11521 Cronridge Drive, Suite J Owings Mills, MD 21117, http://www.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 ----------------------
F1743 − 08 (2016)
FIG. 1 Cured-in-Place Pipe Installation Methods
3. Terminology
3.1 General—Definitions
...

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