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
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.e values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for informational purposes only.
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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Historical
Publication Date
31-Oct-2008
Current Stage
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ASTM F1743-08 - 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 - Standard Practice for Rehabilitation of Existing Pipelines and Conduits by Pulled-in-Place Installation of Cured-in-Place Thermosetting Resin Pipe (CIPP)
English language
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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
StandardPractice 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 Nov. 1, 2008. Published November 2008. Originally Withdrawn. The last approved version of this historical standard is referenced
approved in 1996. Last previous edition approved in 2003 as F1743–96 (2003). on www.astm.org.
4
DOI: 10.1520/F1743-08. 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
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
existing conduit and se
...

This document is not anASTM standard and is intended only to provide the user of anASTM 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.
An American National Standard
Designation:F1743–96 (Reapproved 2003) Designation:F1743–08
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 F 1743; 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.
1.2Thevaluesstatedininch-poundunitsaretoberegardedasthestandard.Thevaluesgiveninparenthesesareforinformational
purposes only.
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.e values stated in inch-pound units
are to be regarded as the standard. The values given in parentheses are for informational purposes only.
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:
D 543Test Method of Resistance of Plastics to Chemical Reagents Practices for Evaluating the Resistance of Plastics to
Chemical Reagents
D 638 Test Method for Tensile Properties of Plastics
D 790 Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials
D 903 Test Method for Peel or Stripping Strength of Adhesive Bonds
D 1600 Terminology for Abbreviated Terms Relating to Plastics
3
D 1682Test Method Methods of Test for Breaking Load and Elongation of Textile Fabrics
D 3039/D 3039M Test Method for Tensile Properties of Polymer Matrix Composite Materials
D 3567 Practice for Determining Dimensions of Fiberglass (Glass-Fiber-Reinforced Thermosetting Resin) Pipe (RTRP) and
Fittings
D 4814 Specification for Automotive Spark—-Ignition Engine Fuel
6
D 5813Specification for Cured-in-Place Thermosetting Resin Sewer Pipe Specification for Cured-In-Place Thermosetting
Resin Sewer Piping Systems
E 797 Practice for Measuring Thickness by Manual Ultrasonic Pulse-Echo Contact Method
F 412 Terminology Relating to Plastic Piping Systems
F 1216 PracticeforRehabilitationofExistingPipelinesandConduitsbytheInversionandCuringofaResin-ImpregnatedTube
1
This practice is under the jurisdiction of ASTM Committee F-17F17 on Plastic Piping Systems and is the direct responsibility of Subcommittee F17.67 on Trenchless
Plastic Pipeline Technology.
Current edition approved Feb. 10, 2003.Nov. 1, 2008. Published April 2003. November 2008. Originally approved in 1996. Last previous edition approved in 19962003
as F1743–96 (2003).
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
, Vol 08.01.volume information, refer to the standard’s Document Summary page on the ASTM website.
3
Annual Book of ASTM Standards, Vol 15.06.
3
Withdrawn. The last approved version of this historical standard is referenced on www.astm.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
4
2.2 AWWA Standard:
4
M28 Manual on Cleaning and Lining Water Mains
2.3 N
...

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