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ASTM F1216-03

(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.
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
09-Apr-2003
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 F1216-98 - Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube
Effective Date
10-Apr-2003
Replaced By
ASTM F1216-05 - Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube
Effective Date
01-Mar-2005
Referred By
ASTM D5813-04(2018) - Standard Specification for Cured-In-Place Thermosetting Resin Sewer Piping Systems
Effective Date
10-Apr-2003
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
10-Apr-2003
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
10-Apr-2003
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
10-Apr-2003
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
10-Apr-2003
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
10-Apr-2003
Referred By
ASTM F2994-18(2022) - Standard Practice for Utilization of Mobile, Automated Cured-In-Place Pipe (CIPP) Impregnation Systems
Effective Date
10-Apr-2003
Referred By
ASTM F1947-21a - Standard Practice for Installation of Folded Poly(Vinyl Chloride) (PVC) Pipe into Existing Sewers and Conduits
Effective Date
10-Apr-2003
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
10-Apr-2003
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
10-Apr-2003
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
10-Apr-2003

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ASTM F1216-03 - Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated TubeASTM F1216-03 - Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube
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ASTM F1216-03 - 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 1216–03
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-
4
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
3
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
5
(Glass–Fiber–Reinforced Thermosetting Resin) Pipe
or air pressure. The resin is cured by circulating hot water or
5
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-
6
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.
7
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:
3.2.1 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 Test Method for Resistance of Plastics to Chemical
3
nonwoven and woven material surrounded by a cured thermo-
Reagents
3
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.
and Reinforced Plastics and Electrical Insulating Materi-
3
3.2.2 inversion—the process of turning the resin-
als
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 April 10, 2003. Published May 2003. Originally
approved 1989. Last previous edition approved 1998 as F1216–98.
2 4
The following report has been published on one of the processes: Driver, F.T., Annual Book of ASTM Standards, Vol 15.06.
5
and Olson, M. R., “Demonstration of Sewer Relining by the Insituform Process, Annual Book of ASTM Standards, Vol 08.04.
6
Northbrook, Illinois,” EPA-600/2-83-064, Environmental ProtectionAgency, 1983. Available from theAmericanWaterWorksAssociation, 6666W. QuinceyAve,
Interested parties can obtain copies from the Environmental Protection Agency or Denver, CO 80235.
7
from a local technical library. Available from the National Association of Sewer Service Companies, 101
3
Annual Book of ASTM Standards, Vol 08.01. Wymore Rd., Suite 501, Altamonte, FL 32714.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
F 1216–03
4. Significance and Use jet cleaners, or mechanically powered equipment (see
NASSCO Recommended Specifications for Sewer Collection
4.1 This practice is for use by designers and specifiers,
System Rehabilitation). Pressure pipelines should be cleaned
regulatory agencie
...

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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.  
Note 2: Some materials may exhibit a nonlinear relationship between log-stress and log-failure time, usually at short failure times. In such cases, the 105-hour stress value computed on the basis of short-term test data may be significantly different than the value obtained when a distribution of data points in accordance with Test Method D2837 is evaluated. However, these data may still be useful for quality control or other applications, provided correlation with long-term data has been established.  
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.  
1.4 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.  
1.5 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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Standard Specification for Smooth-Wall Poly(Vinyl Chloride) (PVC) Plastic Underdrain Systems for Highway, Airport, and Similar Drainage

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1.1 This specification covers the requirements for smooth-wall perforated and nonperforated poly(vinyl chloride) (PVC) plastic pipe and couplings for use in subsurface drainage systems of highways, airports, and similar applications in nominal sizes of 4, 6, and 8 in. and in pipe stiffnesses (PS) that are designated as Type PS 28 and Type PS 46 in accordance with its minimum pipe stiffness.  
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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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