ASTM F1216-16

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 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-Jul-2016
• ICS: 23.040.20 - Plastics pipes
• Technical Committee: F17 - Plastic Piping Systems
• Drafting Committee: F17.67 - Trenchless Plastic Pipeline Technology

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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: F1216 − 16
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* and Reinforced Plastics and Electrical Insulating Materi-
als
1.1 This practice describes the procedures for the recon-
D903Test Method for Peel or Stripping Strength of Adhe-
struction of pipelines and conduits (2 to 108-in. diameter) by
sive Bonds
the installation of a resin-impregnated, flexible tube which is
D1600TerminologyforAbbreviatedTermsRelatingtoPlas-
inverted into the existing conduit by use of a hydrostatic head
tics
or air pressure. The resin is cured by circulating hot water or
D3567PracticeforDeterminingDimensionsof“Fiberglass”
introducing controlled steam within the tube. When cured, the
(Glass-Fiber-Reinforced Thermosetting Resin) Pipe and
finished pipe will be continuous and tight-fitting. This recon-
Fittings
struction process can be used in a variety of gravity and
D3839Guide for Underground Installation of “Fiberglass”
pressure applications such as sanitary sewers, storm sewers,
(Glass-Fiber Reinforced Thermosetting-Resin) Pipe
process piping, electrical conduits, and ventilation systems.
D5813 Specification for Cured-In-Place Thermosetting
1.2 Thevaluesstatedininch-poundunitsaretoberegarded
Resin Sewer Piping Systems
as standard. The values given in parentheses are mathematical
E797/E797MPractice for Measuring Thickness by Manual
conversions to SI units that are provided for information only
Ultrasonic Pulse-Echo Contact Method
and are not considered standard.
F412Terminology Relating to Plastic Piping Systems
1.3 This standard does not purport to address all of the
2.2 AWWA Standard:
4
safety concerns, if any, associated with its use. It is the
Manual on Cleaning and Lining Water Mains, M 28
responsibility of the user of this standard to establish appro-
2.3 NASSCO Standard:
priate safety and health practices and determine the applica-
Recommended Specifications for Sewer Collection System
bility of regulatory limitations prior to use. For specific
5
Rehabilitation
precautionary statements, see 7.4.2.
3. Terminology
2. Referenced Documents
3 3.1 Definitions are in accordance with Terminology F412
2.1 ASTM Standards:
and abbreviations are in accordance with Terminology D1600,
D543Practices for Evaluating the Resistance of Plastics to
unless otherwise specified.
Chemical Reagents
D638Test Method for Tensile Properties of Plastics 3.2 Definitions of Terms Specific to This Standard:
D790Test Methods for Flexural Properties of Unreinforced 3.2.1 cured-in-place pipe (CIPP)—a hollow cylinder con-
taining a nonwoven or a woven material, or a combination of
nonwoven and woven material surrounded by a cured thermo-
1
This practice is under the jurisdiction of ASTM Committee F17 on Plastic
setting resin. Plastic coatings may be included. This pipe is
Piping Systems and is the direct responsibility of Subcommittee F17.67 on
formedwithinanexistingpipe.Therefore,ittakestheshapeof
Trenchless Plastic Pipeline Technology.
and fits tightly to the existing pipe.
Current edition approved Aug. 1, 2016. Published August 2016. Originally
approved in 1989. Last previous edition approved 2009 as F1216–09. DOI:
3.2.2 inversion—the process of turning the resin-
10.1520/F1216-16.
2 impregnated tube inside out by the use of water pressure or air
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, pressure.
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, 2470
the ASTM website. 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 − 16
3.2.3
...

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 − 09 F1216 − 16
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 (4(2 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.
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
E797E797/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 specified.
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 March 1, 2009Aug. 1, 2016. Published March 2009August 2016. Originally approved in 1989. Last previous edition approved 20082009 as
F1216 – 08.F1216 – 09. DOI: 10.1520/F1216-09.10.1520/F1216-16.
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 [e-mail]. For 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 32714.2470 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 − 16
3.2 Definitions of Terms Specific to This Standard:
3.2.1 cured-in-place pipe (CIPP)—a
...