Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube

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 tube inverted through the existing conduit. As for any practice, modifications may be required for specific job conditions.
SCOPE
1.1 This practice describes the procedures for the reconstruction of pipelines and conduits (2 in. to 108 in. diameter) by the installation of a resin-impregnated, flexible tube which is inverted into the existing conduit by use of a hydrostatic head or air pressure. The resin is cured by circulating hot water, introducing controlled steam within the tube, or by photoinitiated reaction. When cured, the finished pipe will be continuous and tight-fitting. This reconstruction process can 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.  
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. For specific precautionary statements, see 7.4.2.  
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

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Historical
Publication Date
31-Oct-2021
Current Stage
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ASTM F1216-21 - Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: F1216 − 21
Standard Practice for
Rehabilitation of Existing Pipelines and Conduits by the
1,2
Inversion and Curing of a Resin-Impregnated Tube
This standard is issued under the fixed designation F1216; 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* 2. Referenced Documents
3
1.1 This practice describes the procedures for the recon- 2.1 ASTM Standards:
struction of pipelines and conduits (2in. to 108in. diameter) D543Practices for Evaluating the Resistance of Plastics to
by the installation of a resin-impregnated, flexible tube which Chemical Reagents
is inverted into the existing conduit by use of a hydrostatic D638Test Method for Tensile Properties of Plastics
headorairpressure.Theresiniscuredbycirculatinghotwater, D790Test Methods for Flexural Properties of Unreinforced
introducing controlled steam within the tube, or by photoini- and Reinforced Plastics and Electrical Insulating Materi-
tiated reaction. When cured, the finished pipe will be continu- als
ousandtight-fitting.Thisreconstructionprocesscanbeusedin D903Test Method for Peel or Stripping Strength of Adhe-
a variety of gravity and pressure applications such as sanitary sive Bonds
sewers, storm sewers, process piping, electrical conduits, and D1600TerminologyforAbbreviatedTermsRelatingtoPlas-
ventilation systems. tics
D3567PracticeforDeterminingDimensionsof“Fiberglass”
1.2 Thevaluesstatedininch-poundunitsaretoberegarded
(Glass-Fiber-Reinforced Thermosetting Resin) Pipe and
as standard. The values given in parentheses are mathematical
Fittings
conversions to SI units that are provided for information only
D3839Guide for Underground Installation of “Fiberglass”
and are not considered standard.
(Glass-Fiber Reinforced Thermosetting-Resin) Pipe
1.3 This standard does not purport to address all of the
D5813 Specification for Cured-In-Place Thermosetting
safety concerns, if any, associated with its use. It is the
Resin Sewer Piping Systems
responsibility of the user of this standard to establish appro-
E797/E797MPractice for Measuring Thickness by Manual
priate safety, health, and environmental practices and deter-
Ultrasonic Pulse-Echo Contact Method
mine the applicability of regulatory limitations prior to use.
F412Terminology Relating to Plastic Piping Systems
For specific precautionary statements, see 7.4.2.
2.2 AWWA Standard:
1.4 This international standard was developed in accor-
4
Manual on Cleaning and Lining Water Mains, M 28
dance with internationally recognized principles on standard-
2.3 NASSCO Standard:
ization established in the Decision on Principles for the
Recommended Specifications for Sewer Collection System
Development of International Standards, Guides and Recom- 5
Rehabilitation
mendations issued by the World Trade Organization Technical
3. Terminology
Barriers to Trade (TBT) Committee.
3.1 Definitions are in accordance with Terminology F412
and abbreviations are in accordance with Terminology D1600,
1
This practice is under the jurisdiction of ASTM Committee F17 on Plastic
unless otherwise specified.
Piping Systems and is the direct responsibility of Subcommittee F17.67 on
Trenchless Plastic Pipeline Technology.
3
Current edition approved Nov. 1, 2021. Published February 2022. Originally For referenced ASTM standards, visit the ASTM website, www.astm.org, or
approved in 1989. Last previous edition approved 2016 as F1216–16. DOI: contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
10.1520/F1216-21. Standards volume information, refer to the standard’s Document Summary page on
2
The following report has been published on one of the processes: Driver, F.T., the ASTM website.
4
and Olson, M. R., “Demonstration of Sewer Relining by the Insituform Process, Available fromAmericanWaterWorksAssociation (AWWA), 6666W. Quincy
Northbrook, Illinois,” EPA-600/2-83-064, Environmental ProtectionAgency, 1983. Ave., Denver, CO 80235, http://www.awwa.org.
5
Interested parties can obtain copies from the Environmental Protection Agency or Available from the National Association of Sewer Service Companies, 2470
from a local technical library. Longstone Lane, Suite M Marriottsville, MD 21104. 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 ----------------------
F1216 − 21
3.2 Definitions of Terms Specific to This Standard: 6. Design Considerations
3.2.1 cured-in-place pipe (CIPP)—a hollow cylinder con-
6.1 General Guidel
...

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: F1216 − 16 F1216 − 21
Standard Practice for
Rehabilitation of Existing Pipelines and Conduits by the
1,2
Inversion and Curing of a Resin-Impregnated Tube
This standard is issued under the fixed designation F1216; 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 (2(2 in. to 108-in.108 in. diameter) by
the installation of a resin-impregnated, flexible tube which is inverted into the existing conduit by use of a hydrostatic head or air
pressure. The resin is cured by circulating hot water or water, introducing controlled steam within the tube. tube, or by
photoinitiated reaction. When cured, the finished pipe will be continuous and tight-fitting. This reconstruction process can 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.
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. For specific precautionary statements, see 7.4.2.
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
3
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
D3567 Practice for Determining Dimensions of “Fiberglass” (Glass-Fiber-Reinforced Thermosetting Resin) Pipe and Fittings
D3839 Guide for Underground Installation of “Fiberglass” (Glass-Fiber Reinforced Thermosetting-Resin) Pipe
D5813 Specification for Cured-In-Place Thermosetting Resin Sewer 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 Aug. 1, 2016Nov. 1, 2021. Published August 2016February 2022. Originally approved in 1989. Last previous edition approved 20092016 as
F1216 – 09.F1216 – 16. DOI: 10.1520/F1216-16.10.1520/F1216-21.
2
The following report has been published on one of the processes: Driver, F. T., and Olson, M. R., “Demonstration of Sewer Relining by the Insituform Process,
Northbrook, Illinois,” EPA-600/2-83-064, Environmental Protection Agency, 1983. Interested parties can obtain copies from the Environmental Protection Agency or from
a local technical library.
3
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.
*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 ----------------------
F1216 − 21
E797/E797M Practice for Measuring Thickness by Manual Ultrasonic Pulse-Echo Contact Method
F412 Terminology Relating to Plastic Piping Systems
2.2 AWWA Standard:
4
Manual on Cleaning and Lining Water Mains, M 28
2.3 NASSCO Standard:
5
Recommended Specifications for Sewer Collection System Rehabilitation
3. Terminology
3.1 Definitions are in accordance with Terminology F412 and abbreviations are in accordance with Terminology D1600, unless
otherwise sp
...

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