ASTM F1216-08

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

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 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 (4 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 or introducing controlled steam within the tube. 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 and health practices and determine the applicability of regulatory limitations prior to use. For specific precautionary statements, see 7.4.2.

General Information

• Status: Historical
• Publication Date: 31-Oct-2008
• ICS: 23.040.20 - Plastics pipes
• Technical Committee: F17 - Plastic Piping Systems
• Drafting Committee: F17.67 - Trenchless Plastic Pipeline Technology

Relations

• Replaces: ASTM F1216-07b - Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube
• Effective Date: 01-Nov-2008
• Replaced By: ASTM F1216-09 - Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube
• Effective Date: 01-Mar-2009
• Referred By: ASTM F3080-21 - Standard Practice for Laser Technologies for Measurement of Cross-Sectional Shape of Pipeline and Conduit by Non-Rotating Laser Projector, Infrared Measurement, and CCTV Camera System
• Effective Date: 01-Nov-2008
• Referred By: ASTM F1947-21a - Standard Practice for Installation of Folded Poly(Vinyl Chloride) (PVC) Pipe into Existing Sewers and Conduits
• Effective Date: 01-Nov-2008
• 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-Nov-2008
• Referred By: ASTM F2599-22 - Standard Practice for Sectional Repair of Damaged Pipe By Means of an Inverted Cured-In-Place Liner<rangeref></rangeref >
• Effective Date: 01-Nov-2008
• 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-Nov-2008
• Referred By: ASTM F1743-22 - Standard Practice for Rehabilitation of Existing Pipelines and Conduits by Pulled-in-Place Installation of Cured-in-Place Thermosetting Resin Pipe (CIPP)
• Effective Date: 01-Nov-2008
• Referred By: ASTM F2561-20 - Standard Practice for Rehabilitation of a Sewer Service Lateral and Its Connection to the Main Using a One Piece Main and Lateral Cured-in-Place Liner
• Effective Date: 01-Nov-2008
• Referred By: ASTM D5813-04(2018) - Standard Specification for Cured-In-Place Thermosetting Resin Sewer Piping Systems
• Effective Date: 01-Nov-2008
• Referred By: ASTM F2019-22 - Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Pulled in Place Installation of Glass Reinforced Plastic Cured-in-Place (GRP-CIPP) Using the UV-Light Curing Method
• Effective Date: 01-Nov-2008
• Referred By: ASTM F2994-18(2022) - Standard Practice for Utilization of Mobile, Automated Cured-In-Place Pipe (CIPP) Impregnation Systems
• Effective Date: 01-Nov-2008
• 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-Nov-2008

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:F 1216–08
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 F 1216; 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* D1600 Terminology for Abbreviated Terms Relating to
Plastics
1.1 This practice describes the procedures for the recon-
D3567 Practice for Determining Dimensions of “Fiber-
struction of pipelines and conduits (4 to 108-in. diameter) by
glass” (Glass-Fiber-ReinforcedThermosetting Resin) Pipe
the installation of a resin-impregnated, flexible tube which is
and Fittings
inverted into the existing conduit by use of a hydrostatic head
D3839 Guide for Underground Installation of “Fiberglass”
or air pressure. The resin is cured by circulating hot water or
(Glass-FiberReinforced Thermosetting-Resin) Pipe
introducing controlled steam within the tube. When cured, the
D5813 Specification for Cured-In-Place Thermosetting
finished pipe will be continuous and tight-fitting. This recon-
Resin Sewer Piping Systems
struction process can be used in a variety of gravity and
E797 Practice for Measuring Thickness by Manual Ultra-
pressure applications such as sanitary sewers, storm sewers,
sonic Pulse-Echo Contact Method
process piping, electrical conduits, and ventilation systems.
F412 Terminology Relating to Plastic Piping Systems
1.2 Thevaluesstatedininch-poundunitsaretoberegarded
2.2 AWWA Standard:
as standard. The values given in parentheses are mathematical
4
Manual on Cleaning and Lining Water Mains, M 28
conversions to SI units that are provided for information only
2.3 NASSCO Standard:
and are not considered standard.
Recommended Specifications for Sewer Collection System
1.3 This standard does not purport to address all of the
5
Rehabilitation
safety concerns, if any, associated with its use. It is the
responsibility of the user of this standard to establish appro-
3. Terminology
priate safety and health practices and determine the applica-
3.1 Definitions are in accordance with Terminology F412
bility of regulatory limitations prior to use. For specific
andabbreviationsareinaccordancewithTerminologyD1600,
precautionary statements, see 7.4.2.
unless otherwise specified.
2. Referenced Documents 3.2 Definitions of Terms Specific to This Standard:
3 3.2.1 cured-in-place pipe (CIPP)—a hollow cylinder con-
2.1 ASTM Standards:
taining a nonwoven or a woven material, or a combination of
D543 Practices for Evaluating the Resistance of Plastics to
nonwoven and woven material surrounded by a cured thermo-
Chemical Reagents
setting resin. Plastic coatings may be included. This pipe is
D638 Test Method for Tensile Properties of Plastics
formedwithinanexistingpipe.Therefore,ittakestheshapeof
D790 TestMethodsforFlexuralPropertiesofUnreinforced
and fits tightly to the existing pipe.
andReinforcedPlasticsandElectricalInsulatingMaterials
3.2.2 inversion—the process of turning the resin-
D903 Test Method for Peel or Stripping Strength ofAdhe-
impregnated tube inside out by the use of water pressure or air
sive Bonds
pressure.
3.2.3 lift—a portion of the CIPPthat has cured in a position
1
This practice is under the jurisdiction of ASTM Committee F17 on Plastic
such that it has pulled away from the existing pipe wall.
Piping Systems and is the direct responsibility of Subcommittee F17.67 on
Trenchless Plastic Pipeline Technology.
4. Significance and Use
Current edition approved Nov. 1, 2008. Published November 2008. Originally
approved in 1989. Last previous edition approved 2007 as F1216–07b.
4.1 This practice is for use by designers and specifiers,
2
The following report has been published on one of the processes: Driver, F.T.,
regulatory agencies, owners, and inspection organizations who
and Olson, M. R., “Demonstration of Sewer Relining by the Insituform Process,
Northbrook, Illinois,” EPA-600/2-83-064, Environmental ProtectionAgency, 1983.
Interested parties can obtain copies from the Environmental Protection Agency or
from a local technical library.
3 4
For referenced ASTM standards, visit the ASTM website, www.astm.org, or Available fromAmericanWaterWorksAssociation (AWWA), 6666W. 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 the National Association of Sewer Service Companies, 101
the ASTM website. Wymore Rd., Suite 501, Altamonte, FL 32714.
*A Summary of Changes sec
...

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:F 1216–07b Designation:F 1216–08
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 F 1216; 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*
1.1 This practice describes the procedures for the reconstruction of pipelines and conduits (4 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.Theresiniscuredbycirculatinghotwaterorintroducingcontrolledsteamwithinthetube.Whencured,thefinishedpipe
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.
1.2The values stated in inch-pound units are to be regarded as the standard.The values given in parentheses are for information
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.
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. For specific precautionary statements, see 7.4.2.
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-FiberReinforced Thermosetting-Resin) Pipe
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
2.2 AWWA Standard:
4
Manual on Cleaning and Lining Water Mains, M 28
2.3 NASSCO Standard:
Recommended Specifications for Sewer Collection System Rehabilitation Note1—An ASTM specification for cured-in-place
pipematerialsappropriateforuseinthisstandardisunderpreparationandwillbereferencedinthispracticewhenpublished.
5
1
This practice is under the jurisdiction ofASTM Committee F17 on Plastic Piping Systems and is the direct responsibility of Subcommittee F17.67 onTrenchless Plastic
Pipeline Technology.
Current edition approved JuneNov. 1, 2007.2008. Published June 2007.November 2008. Originally approved in 1989. Last previous edition approved 2007 as
F1216–07ab.
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 ProtectionAgency, 1983. Interested parties can obtain copies from the Environmental ProtectionAgency or from
a local technical library.
3
ForreferencedASTMstandards,visittheASTMwebsite,www.astm.org,[e-mail] Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
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, 101 Wymore Rd., Suite 501, Altamonte, FL 32714.
*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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F 1216–08
3. Terminology
3.1 DefinitionsareinaccordancewithTerminologyF412andabbreviationsareinaccordancewithTermi
...