ASTM F2019-11

Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Pulled in Place Installation of Glass Reinforced Plastic (GRP) 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 subsequently inflated and cured. As for any standard practice, modifications may be required for specific job conditions.
SCOPE
1.1 This practice covers the procedures for the reconstruction of pipelines and conduits (4 to 60 in. (100 to 1500 mm) diameter) by the pulled-in place installation of a resin-impregnated, flexible fabric tube into an existing conduit followed by inflation with compressed air (see Fig. 1). The resin/fabric tube can be cured by either the flow through the fabric tube of mixed air and steam or hot water or by use of ultraviolet light. When cured, the finished cured-in-place pipe will be continuous and tight fitting. This reconstruction process can be used in a variety of gravity flow applications such as sanitary sewers, storm sewers, process piping, electrical conduits, ventilation systems, and pressure applications.
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 and health practices and determine the applicability of regulatory limitations prior to use.
FIG. 1 Cured-In-Place Pipe Installation Method (Air/Steam)

General Information

• Status: Historical
• Publication Date: 31-Aug-2011
• ICS: 23.040.20 - Plastics pipes
• Technical Committee: F17 - Plastic Piping Systems
• Drafting Committee: F17.67 - Trenchless Plastic Pipeline Technology

Relations

• Replaces: ASTM F2019-03(2009) - Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Pulled in Place Installation of Glass Reinforced Plastic (GRP) Cured-in-Place Thermosetting Resin Pipe (CIPP)
• Effective Date: 01-Sep-2011
• Referred By: ASTM D5813-04(2018) - Standard Specification for Cured-In-Place Thermosetting Resin Sewer Piping Systems
• Effective Date: 01-Sep-2011
• Referred By: ASTM F3095-17a(2022) - Standard Practice for Laser Technologies for Direct Measurement of Cross Sectional Shape of Pipeline and Conduit by Rotating Laser Diodes and CCTV Camera System
• Effective Date: 01-Sep-2011
• Referred By: ASTM F3541-22 - Standard Practice for Sectional Repair of Existing Gravity Flow, Non-Pressure Pipelines and Conduits by Pushed or Pulled-In-Place Installation of Cured-In-Place Thermosetting Resin Pipe (CIPP)
• Effective Date: 01-Sep-2011
• Referred By: ASTM F3240-19e1 - Standard Practice for Installation of Seamless Molded Hydrophilic Gaskets (SMHG) for Long-Term Watertightness of Cured-in-Place Rehabilitation of Main and Lateral Pipelines
• Effective Date: 01-Sep-2011

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: F2019 − 11
Standard Practice for
Rehabilitation of Existing Pipelines and Conduits by the
Pulled in Place Installation of Glass Reinforced Plastic
1
(GRP) Cured-in-Place Thermosetting Resin Pipe (CIPP)
This standard is issued under the fixed designation F2019; 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* and Reinforced Plastics and Electrical Insulating Materi-
als
1.1 This practice covers the procedures for the reconstruc-
D1600 TerminologyforAbbreviatedTermsRelatingtoPlas-
tion of pipelines and conduits (4 to 60 in. (100 to 1500 mm)
tics
diameter) by the pulled-in place installation of a resin-
D3039/D3039M Test Method for Tensile Properties of Poly-
impregnated, flexible fabric tube into an existing conduit
mer Matrix Composite Materials
followed by inflation with compressed air (see Fig. 1). The
D3567 Practice for Determining Dimensions of “Fiberglass”
resin/fabric tube can be cured by either the flow through the
(Glass-Fiber-Reinforced Thermosetting Resin) Pipe and
fabric tube of mixed air and steam or hot water or by use of
Fittings
ultraviolet light. When cured, the finished cured-in-place pipe
D5813 Specification for Cured-In-Place Thermosetting
willbecontinuousandtightfitting.Thisreconstructionprocess
Resin Sewer Piping Systems
can be used in a variety of gravity flow applications such as
F412 Terminology Relating to Plastic Piping Systems
sanitary sewers, storm sewers, process piping, electrical
F1216 Practice for Rehabilitation of Existing Pipelines and
conduits, ventilation systems, and pressure applications.
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
F1417 Practice 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.
2.2 AWWA Standard:
3
1.3 This standard does not purport to address all of the
Manual on Cleaning and Lining Water Mains, M28
safety concerns, if any, associated with its use. It is the
2.3 NASSCO Standard:
responsibility of the user of this standard to establish appro-
Recommended Specifications for Sewer Collection System
priate safety and health practices and determine the applica-
4
Rehabilitation
bility of regulatory limitations prior to use.
3. Terminology
2. Referenced Documents
3.1 General:
2
2.1 ASTM Standards:
3.1.1 Definitions are in accordance with Terminology F412.
D543 Practices for Evaluating the Resistance of Plastics to
Abbreviations are in accordance with Abbreviations D1600,
Chemical Reagents
unless otherwise indicated.
D578 Specification for Glass Fiber Strands
3.2 Definitions of Terms Specific to This Standard:
D638 Test Method for Tensile Properties of Plastics
3.2.1 calibration hose—an impermeable bladder installed
D790 Test Methods for Flexural Properties of Unreinforced
inside the fabric tube, and inflated with air or steam, or both to
press the tube firmly against the wall of the existing pipe until
the resin is cured with air and steam or ultraviolet light. The
1
This practice is under the jurisdiction of ASTM Committee F17 on Plastic
calibration hose shall be removed when the installation is
Piping Systems and is the direct responsibility of Subcommittee F17.67 on
Trenchless Plastic Pipeline Technology.
finished.
Current edition approved Sept. 1, 2011. Published September 2011. Originally
approved in 2000. Last previous edition approved in 2009 as F2019 – 03R09. DOI:
10.1520/F2019-11.
2 3
For referenced ASTM standards, visit the ASTM website, www.astm.org, or Available fromAmerican Water WorksAssociation (AWWA), 6666 W. Quincy
contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM Ave., Denver, CO 80235, http://www.awwa.org.
4
Standards volume information, refer to the standard’s Document Summary page on AvailablefromNationalAssociationofSewerServiceCompanies,423W.King
the ASTM website. Street, Suite 3000, Chambersburg, PA 17201.
*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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F2019 − 11
FIG. 1 Cured-In-Place Pipe Installation Method (Air/Steam)
3.2.2 cured-in-place pipe (CIPP)—a hollow cylinder con- 3.2.6 fabric tube—flexiblefiberglassmaterialsformedintoa
sisting of a glass reinforced plastic (GRP) fabric tube with tubular shape which is saturated with re
...

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:F2019–03 (Reapproved 2009) Designation: F2019 – 11
Standard Practice for
Rehabilitation of Existing Pipelines and Conduits by the
Pulled in Place Installation of Glass Reinforced Plastic
1
(GRP) Cured-in-Place Thermosetting Resin Pipe (CIPP)
This standard is issued under the fixed designation F2019; 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 covers the procedures for the reconstruction of pipelines and conduits (4 to 4860 in. (100 to 12001500 mm)
diameter) by the pulled-in place installation of a resin-impregnated, flexible fabric tube into an existing conduit followed by
inflation with compressed air (see Fig. 1). The resin/fabric tube can be cured by either the flow through the fabric tube of mixed
air and steam or hot water or by use of ultraviolet light. When cured, the finished cured-in-place pipe will be continuous and tight
fitting. This reconstruction process can be used in a variety of gravity flow applications such as sanitary sewers, storm sewers,
process piping, electrical conduits, ventilation systems, and pressure applications.
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 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
D578 Specification for Glass Fiber Strands
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
D1682Methods of Test for Breaking Load and Elongation of Textile Fabrics
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
D5813 Specification for Cured-In-Place Thermosetting Resin Sewer Piping Systems
F412 Terminology Relating to Plastic Piping Systems
F1216 Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-ImpregnatedTube
F1417 Practice for Installation Acceptance of Plastic Non-pressure Sewer Lines Using Low-Pressure Air
F1743Practice for Rehabilitation of Existing Pipelines and Conduits by Pulled-in-Place Installation of Cured-in-Place
Thermosetting Resin Pipe (CIPP) Practice for Installation Acceptance of Plastic Non-pressure Sewer Lines Using
Low-Pressure Air
2.2 AWWA Standard:
3
Manual on Cleaning and Lining Water Mains, M28
2.3 NASSCO Standard:
4
Recommended Specifications for Sewer Collection System Rehabilitation
1
This practice is under the jurisdiction ofASTM Committee F17 on Plastic Piping Systems and is the direct responsibility of Subcommittee F17.67 on Trenchless Plastic
Pipeline Technology.
Current edition approvedAug.Sept. 1, 2009.2011. Published November 2009.September 2011. Originally approved in 2000. Last previous edition approved in 20032009
as F2019 – 03R09. DOI: 10.1520/F2019-03R09.10.1520/F2019-11.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM 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.
3
Withdrawn. The last approved version of this historical standard is referenced on www.astm.org.
3
Available from American Water Works Association (AWWA), 6666 W. Quincy Ave., Denver, CO 80235, http://www.awwa.org.
4
Available from American Water Works Association (AWWA), 6666 W. Quincy Ave., Denver, CO 80235, http://www.awwa.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.
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F2019
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