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)

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 48 in. (100 to 1200 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 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.

General Information

• Status: Historical
• Publication Date: 31-Jul-2009
• 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 - 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-Aug-2009
• Replaced By: 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)
• 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-Aug-2009
• 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-Aug-2009
• 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-Aug-2009
• Referred By: ASTM D5813-04(2018) - Standard Specification for Cured-In-Place Thermosetting Resin Sewer Piping Systems
• Effective Date: 01-Aug-2009

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
An American National Standard
Designation:F2019–03 (Reapproved 2009)
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 D1600 Terminology for Abbreviated Terms Relating to
Plastics
1.1 This practice covers the procedures for the reconstruc-
D1682 Methods of Test for Breaking Load and Elongation
tion of pipelines and conduits (4 to 48 in. (100 to 1200 mm)
3
of Textile Fabrics
diameter) by the pulled-in place installation of a resin-
D3039/D3039M Test Method for Tensile Properties of
impregnated, flexible fabric tube into an existing conduit
Polymer Matrix Composite Materials
followed by inflation with compressed air (see Fig. 1). The
D3567 Practice for Determining Dimensions of “Fiber-
resin/fabric tube can be cured by either the flow through the
glass” (Glass-Fiber-Reinforced Thermosetting Resin) Pipe
fabrictubeofmixedairandsteamorbyuseofultravioletlight.
and Fittings
When cured, the finished cured-in-place pipe will be continu-
D5813 Specification for Cured-In-Place Thermosetting
ous and tight fitting.This reconstruction process can be used in
Resin Sewer Piping Systems
a variety of gravity flow applications such as sanitary sewers,
F412 Terminology Relating to Plastic Piping Systems
storm sewers, process piping, electrical conduits, ventilation
F1216 Practice for Rehabilitation of Existing Pipelines and
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 Test Method for Installation Acceptance of Plastic
conversions to SI units that are provided for information only
Gravity Sewer Lines Using Low-Pressure Air
and are not considered standard.
F1743 Practice for Rehabilitation of Existing Pipelines and
1.3 This standard does not purport to address all of the
Conduits by Pulled-in-Place Installation of Cured-in-Place
safety concerns, if any, associated with its use. It is the
Thermosetting Resin Pipe (CIPP)
responsibility of the user of this standard to establish appro-
2.2 AWWA Standard:
priate safety and health practices and determine the applica-
4
Manual on Cleaning and Lining Water Mains, M28
bility of regulatory limitations prior to use.
2.3 NASSCO Standard:
2. Referenced Documents
Recommended Specifications for Sewer Collection System
5
2
Rehabilitation
2.1 ASTM Standards:
D543 Practices for Evaluating the Resistance of Plastics to
3. Terminology
Chemical Reagents
3.1 General:
D578 Specification for Glass Fiber Strands
3.1.1 Definitions are in accordance with Terminology F412.
D638 Test Method for Tensile Properties of Plastics
Abbreviations are in accordance with Abbreviations D1600,
D790 Test Methods for Flexural Properties of Unreinforced
unless otherwise indicated.
and Reinforced Plastics and Electrical Insulating Materials
3.2 Definitions of Terms Specific to This Standard:
3.2.1 calibration hose—an impermeable bladder installed
1
This practice is under the jurisdiction of ASTM Committee F17 on Plastic
inside the fabric tube, and inflated with air or steam, or both to
Piping Systems and is the direct responsibility of Subcommittee F17.67 on
Trenchless Plastic Pipeline Technology.
Current edition approved Aug. 1, 2009. Published November 2009. Originally
3
approved in 2000. Last previous edition approved in 2003 as F2019 – 03. DOI: Withdrawn. The last approved version of this historical standard is referenced
10.1520/F2019-03R09. on www.astm.org.
2 4
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.
5
Standards volume information, refer to the standard’s Document Summary page on Available from National Association of Sewer Service Companies, 423 W.
the ASTM website. King Street, Suite 3000, Chambersburg, PA 17201
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
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F2019–03 (2009)
FIG. 1 Cured-In-Place Pipe Installation Method (Air/Steam)
press the tube firmly against the wall of the existing pipe until 3.2.4 dry spot—an area of the fabric tube, wh
...

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:F2019–00 Designation: F 2019 – 03 (Reapproved 2009)
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 F 2019; 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 48 in. (100 to 1200 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 is cured by flow through the fabric tube of mixed air and steam. 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 and ventilation systems.
1.2Thevaluesstatedininch-poundunitsaretoberegardedasthestandard.Thevaluesgiveninparenthesesareforinformational
purposes only. ). The resin/fabric tube can be cured by either the flow through the fabric tube of mixed air and steam 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:
D 543 Testing Method of Resistance of Plastics to Chemical Reagents Practices for Evaluating the Resistance of Plastics to
Chemical Reagents
D 578 Specifications for Glass Fiber Strands
D 638 TestingTest Method for Tensile Properties of Plastics
D 790 Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials
D 1600 Terminology for Abbreviated Terms Relating to Plastics
3
D 1682 Test Method 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
5
D 5813 Specification for Cured-in-Place Thermosetting Resin Sewer Pipe
Specification for Cured-In-Place Thermosetting Resin Sewer Piping Systems
F 412 Terminology Relating to Plastic Piping Systems
F 1216 PracticeforRehabilitationofExistingPipelinesandConduitsbytheInversionandCuringofaResin-ImpregnatedTube
5
F 1417 Test Method for InstallationAcceptance of Gravity Plastic Sewer Lines Using Low PressureAir Testing Test Method
for Installation Acceptance of Plastic Gravity Sewer Lines Using Low-Pressure Air
1
This practice is under the jurisdiction of ASTM Committee F-17 F17 on Plastic Piping Systems and is the direct responsibility of Subcommittee F17.67 on Trenchless
Plastic Pipeline Technology.
Current edition approved May 10, 2000. Published August 2000.
Current edition approved Aug. 1, 2009. Published November 2003. Originally approved in 2000. Last previous edition approved in 2003 as F 2019 – 03.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at [e-mail]. 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 07.01.
3
Withdrawn. The last approved version of this historical standard is referenced on www.astm.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
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