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ASTM F1216-07

(Practice)

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

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.
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-Dec-2006
ICS
23.040.20 - Plastics pipes
Technical Committee
F17 - Plastic Piping Systems
Drafting Committee
F17.67 - Trenchless Plastic Pipeline Technology
Current Stage
Ref Project

Relations

Replaces
ASTM F1216-06 - Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube
Effective Date
01-Jan-2007
Replaced By
ASTM F1216-07a - Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube
Effective Date
01-Mar-2007
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-Jan-2007
Referred By
ASTM D5813-04(2018) - Standard Specification for Cured-In-Place Thermosetting Resin Sewer Piping Systems
Effective Date
01-Jan-2007
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-Jan-2007
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-Jan-2007
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-Jan-2007
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-Jan-2007
Referred By
ASTM F1947-21a - Standard Practice for Installation of Folded Poly(Vinyl Chloride) (PVC) Pipe into Existing Sewers and Conduits
Effective Date
01-Jan-2007
Referred By
ASTM F2994-18(2022) - Standard Practice for Utilization of Mobile, Automated Cured-In-Place Pipe (CIPP) Impregnation Systems
Effective Date
01-Jan-2007
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-Jan-2007
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-Jan-2007
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-Jan-2007

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ASTM F1216-07 - Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated TubeASTM F1216-07 - Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube
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ASTM F1216-07 - Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube
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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 1216–07
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 (e) 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-
D3839 Guide for Underground Installation of “Fiberglass”
struction of pipelines and conduits (4 to 108-in. diameter) by
(Glass-FiberReinforced Thermosetting-Resin) Pipe
the installation of a resin-impregnated, flexible tube which is
F412 Terminology Relating to Plastic Piping Systems
inverted into the existing conduit by use of a hydrostatic head
2.2 AWWA Standard:
or air pressure. The resin is cured by circulating hot water or
4
Manual on Cleaning and Lining Water Mains, M 28
introducing controlled steam within the tube. When cured, the
2.3 NASSCO Standard:
finished pipe will be continuous and tight-fitting. This recon-
Recommended Specifications for Sewer Collection System
struction process can be used in a variety of gravity and
5
Rehabilitation
pressure applications such as sanitary sewers, storm sewers,
process piping, electrical conduits, and ventilation systems.
NOTE 1—An ASTM specification for cured-in-place pipe materials
1.2 Thevaluesstatedininch-poundunitsaretoberegarded
appropriate for use in this standard is under preparation and will be
referenced in this practice when published.
as the standard. The values given in parentheses are for
information only.
3. Terminology
1.3 This standard does not purport to address all of the
3.1 Definitions are in accordance with Terminology F412
safety concerns, if any, associated with its use. It is the
andabbreviationsareinaccordancewithTerminologyD1600,
responsibility of the user of this standard to establish appro-
unless otherwise specified.
priate safety and health practices and determine the applica-
3.2 Definitions of Terms Specific to This Standard:
bility of regulatory limitations prior to use. For specific
3.2.1 cured-in-place pipe (CIPP)—a hollow cylinder con-
precautionary statements, see 7.4.2.
taining a nonwoven or a woven material, or a combination of
2. Referenced Documents
nonwoven and woven material surrounded by a cured thermo-
3
setting resin. Plastic coatings may be included. This pipe is
2.1 ASTM Standards:
formedwithinanexistingpipe.Therefore,ittakestheshapeof
D543 Practices for Evaluating the Resistance of Plastics to
and fits tightly to the existing pipe.
Chemical Reagents
3.2.2 inversion—the process of turning the resin-
D638 Test Method for Tensile Properties of Plastics
impregnated tube inside out by the use of water pressure or air
D790 TestMethodsforFlexuralPropertiesofUnreinforced
pressure.
andReinforcedPlasticsandElectricalInsulatingMaterials
3.2.3 lift—a portion of the CIPPthat has cured in a position
D903 Test Method for Peel or Stripping Strength ofAdhe-
such that it has pulled away from the existing pipe wall.
sive Bonds
4. Significance and Use
4.1 This practice is for use by designers and specifiers,
1
This practice is under the jurisdiction of ASTM Committee F17 on Plastic
regulatory agencies, owners, and inspection organizations who
Piping Systems and is the direct responsibility of Subcommittee F17.67 on
Trenchless Plastic Pipeline Technology.
areinvolvedintherehabilitationofconduitsthroughtheuseof
Current edition approved Jan. 1, 2007. Published February 2007. Originally
aresin-impregnatedtubeinvertedthroughtheexistingconduit.
approved in 1989. Last previous edition approved 2006 as F1216–06.
2 As for any practice, modifications may be required for specific
The following report has been published on one of the processes: Driver, F.T.,
job conditions.
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 service@astm.org. 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.
Copyright © ASTM International,
...

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5.1 The data obtained by this test method are useful for establishing stress versus failure time relationships in a controlled environment from which the hydrostatic design basis for plastic pipe materials can be computed. (Refer to Test Method D2837 and Practice D2992.)  
5.2 In order to determine how plastics will perform as pipe, it is necessary to establish the stress-failure time relationships for pipe over 2 or more logarithmic decades of time (hours) in a controlled environment. Because of the nature of the test and specimens employed, no single line can adequately represent the data, and therefore the confidence limits should be established.  
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5.3 The factors that affect creep and long-term strength behavior of plastic pipe are not completely known at this time. This procedure takes into account those factors that are known to have important influences and provides a tool for investigating others.  
5.4 Creep, or nonrecoverable deformation for pipe made of some plastics, is as important as actual leakage in deciding whether or not a pipe has failed. Specimens that exhibit localized ballooning, however, may lead to erroneous interpretation of the creep results unless a method of determining creep is established that precludes such a possibility. Circumferential measurements at two or three selected positions on a specimen may not be adequate.  
5.5 Great care must be used to ensure that specimens are representative of the pipe under evaluation. Departure...
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1.1 This test method covers the determination of the time-to-failure of both thermoplastic and reinforced thermosetting/resin pipe under constant internal pressure.  
1.2 This test method provides a method of characterizing plastics in the form of pipe under the conditions prescribed.  
1.3 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.  
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1.5 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.

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Note 2: Pipe and fittings should be installed in accordance with Practice D2321, or applicable state or local specifications.  
1.4 Units—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.  
1.5 The following safety hazards caveat pertains only to the test methods portion, Section 11, of this specification: 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.  
1.6 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.

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ASTM
ASTM F3203-19(2023)(Test Method)
Standard Test Method for Determination of Gel Content of Crosslinked Polyethylene (PEX) Pipes and Tubing

SIGNIFICANCE AND USE
5.1 Many important properties of crosslinked ethylene plastics vary with the gel content. Hence, determination of the gel content provides a basis for controlling production processes and a means of establishing the quality of finished products.  
5.2 Extraction tests permit verification of the proper gel content of any given crosslinked ethylene plastic and they also permit comparison between different crosslinked ethylene plastics, including those containing fillers, provided that, for the latter, the following conditions are met:  
5.2.1 The filler is not soluble in the solvent used in this method at the extraction temperature.  
5.2.2 The amount of filler present in the compound either is known or can be determined.  
5.2.3 Sufficient crosslinking has been achieved to prevent migration of filler during the extraction. It has been found that, at gel content above 30 %, the solvent remains clear and free of filler.  
5.3 Since some oxidative degradation of the material and solvent may occur at the reflux temperature of the solvents, a suitable antioxidant is added to the solvent to inhibit such degradation.  
5.4 This test method is normally used for specimens consisting of an equal representation of the entire cross section of the product, but may also be used to examine specific portions of a product for differences in extent of cross-linking when compared to either a product standard or another sample.  
5.5 This test method is intended for testing crosslinked polyethylene compounds that are not hygroscopic. If compounds that are hygroscopic are tested using this method, specimen conditioning before and after extraction is required.  
5.6 This test method differs from Test Methods D2765, ISO 10147 and Test Method D7567 which also describe procedures for determining the gel content of crosslinked polyethylene. It allows for the use of naphthenic hydrocarbon blend, isoparaffin solvent, or light aromatic solvent naptha as alternatives to xylenes. Xylenes a...
SCOPE
1.1 The gel content of pipe and tubing produced from crosslinked polyethylene plastics as described in Specification F876 and other pipe or tubing standards is determined by extracting with solvents such as xylenes. A test method for quantitative determination of gel content is described herein. The method is applicable to PEX pipe and tubing of all densities, including those containing fillers, and provides correction for the inert fillers present in some of those compounds.  
1.2 Continuous extraction (see definition in Section 3) is used in this method to test the gel content of crosslinked polyethylene specimens. Continuous extraction when used for testing gel content has the advantages of decreased cost of testing, increased accuracy and consistency of results, and decreased test time. This is because extraction with a pure solvent is more efficient than extraction with a partially saturated solvent.  
1.3 While extraction tests may be made on articles of any shape, this test method is applicable for determining the gel content of crosslinked polyethylene pipes and tubing.  
1.4 This test method makes use of xylenes or alternative solvents. Alternative solvents either have lower toxicity than xylenes or allow decreased extraction times. The alternative solvents are also potentially beneficial from an economic and environmental viewpoint. Xylenes are used for referee tests.  
1.5 The values stated in SI units are to be regarded as standard. The inch-pound units in brackets are for information only.  
1.6 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.  
1.7 This international standard was developed in accordance with internationally recognized principles on standard...

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