ASTM F1216-05

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

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 the standard. The values given in parentheses are for information only.
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: 28-Feb-2005
• ICS: 23.040.20 - Plastics pipes
• Technical Committee: F17 - Plastic Piping Systems
• Drafting Committee: F17.67 - Trenchless Plastic Pipeline Technology

Relations

• Replaces: ASTM F1216-03 - Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube
• Effective Date: 01-Mar-2005
• Replaced By: ASTM F1216-06 - Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube
• Effective Date: 15-Aug-2006
• Referred By: ASTM F1947-21a - Standard Practice for Installation of Folded Poly(Vinyl Chloride) (PVC) Pipe into Existing Sewers and Conduits
• Effective Date: 01-Mar-2005
• 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-Mar-2005
• 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-Mar-2005
• 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-Mar-2005
• Referred By: ASTM D5813-04(2018) - Standard Specification for Cured-In-Place Thermosetting Resin Sewer Piping Systems
• Effective Date: 01-Mar-2005
• 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-Mar-2005
• 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-Mar-2005
• 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-Mar-2005
• 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-Mar-2005
• Referred By: ASTM F2994-18(2022) - Standard Practice for Utilization of Mobile, Automated Cured-In-Place Pipe (CIPP) Impregnation Systems
• Effective Date: 01-Mar-2005
• 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-Mar-2005

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 1216–05
Standard Practice for
Rehabilitation of Existing Pipelines and Conduits by the
12
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 (e) indicates an editorial change since the last revision or reapproval.
1. Scope D903 Test Method for Peel or Stripping Strength ofAdhe-
sive Bonds
1.1 This practice describes the procedures for the recon-
D1600 Terminology for Abbreviated Terms Relating to
struction of pipelines and conduits (4 to 108-in. diameter) by
Plastics
the installation of a resin-impregnated, flexible tube which is
D3839 Practice for Underground Installation of Fiberglass
inverted into the existing conduit by use of a hydrostatic head
(Glass–Fiber–Reinforced Thermosetting Resin) Pipe
or air pressure. The resin is cured by circulating hot water or
F412 Terminology Relating to Plastic Piping Systems
introducing controlled steam within the tube. When cured, the
2.2 AWWA Standard:
finished pipe will be continuous and tight-fitting. This recon-
4
Manual on Cleaning and Lining Water Mains, M 28
struction process can be used in a variety of gravity and
2.3 NASSCO Standard:
pressure applications such as sanitary sewers, storm sewers,
Recommended Specifications for Sewer Collection System
process piping, electrical conduits, and ventilation systems.
5
Rehabilitation
1.2 Thevaluesstatedininch-poundunitsaretoberegarded
as the standard. The values given in parentheses are for
NOTE 1—An ASTM specification for cured-in-place pipe materials
information only.
appropriate for use in this standard is under preparation and will be
referenced in this practice when published.
1.3 This standard does not purport to address all of the
safety concerns, if any, associated with its use. It is the
3. Terminology
responsibility of the user of this standard to establish appro-
3.1 Definitions are in accordance with Terminology F412
priate safety and health practices and determine the applica-
andabbreviationsareinaccordancewithTerminologyD1600,
bility of regulatory limitations prior to use. For specific
unless otherwise specified.
precautionary statements, see 7.4.2.
3.2 Definitions of Terms Specific to This Standard: Descrip-
2. Referenced Documents
tions 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-
impregnated tube inside out by the use of water pressure or air
pressure.
1
This practice is under the jurisdiction of ASTM Committee F17 on Plastic
3.2.3 lift—a portion of the CIPPthat has cured in a position
Piping Systems and is the direct responsibility of Subcommittee F17.67 on
such that it has pulled away from the existing pipe wall.
Trenchless Plastic Pipeline Technology.
Current edition approved Mar. 1, 2005. Published March 2005. Originally
4. Significance and Use
approved in 1989. Last previous edition approved 2003 as F1216–03.
2
The following report has been published on one of the processes: Driver, F.T.,
4.1 This practice is for use by designers and specifiers,
and Olson, M. R., “Demonstration of Sewer Relining by the Insituform Process,
regulatory agencies, owners, and inspection organizations who
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 from theAmericanWaterWorksAssociation, 6666W. QuinceyAve,
contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM Denver, CO 80235.
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.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
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