ASTM F2599-11
(Practice)Standard Practice for The Sectional Repair of Damaged Pipe By Means of An Inverted Cured-In-Place Liner
Standard Practice for The Sectional Repair of Damaged Pipe By Means of An Inverted Cured-In-Place Liner
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 pipes through the use of a resin-impregnated tube installed within a damaged existing pipe. As for any practice, modifications may be required for specific job conditions.
SCOPE
1.1 This practice covers requirements and test methods for the sectional cured-in-place lining (SCIPL) repair of a pipe line (4 in, through 60 in. ) by the installation of a continuous resin-impregnated-textile tube into an existing pipe by means of air or water inversion and inflation. The tube is pressed against the host pipe by air or water pressure and held in place until the thermo set resins have cured. When cured, the sectional liner shall extend over a predetermined length of the host pipe as a continuous, one piece, tight fitting, corrosion resistant and verifiable non-leaking cured-in-place pipe.
1.2 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are mathematical conversions to SI units that provided for information only and are not considered standard.
1.3 There is no similar or equivalent ISO Standard.
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. Particular attention is drawn to those safety regulations and requirements involving entering into and working in confined spaces.
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Designation: F2599 − 11
StandardPractice for
The Sectional Repair of Damaged Pipe By Means of An
1,2
Inverted Cured-In-Place Liner
This standard is issued under the fixed designation F2599; 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 D790 Test Methods for Flexural Properties of Unreinforced
and Reinforced Plastics and Electrical Insulating Materi-
1.1 This practice covers requirements and test methods for
als
thesectionalcured-in-placelining(SCIPL)repairofapipeline
D1600 Terminology forAbbreviatedTerms Relating to Plas-
(4 in, through 60 in. ) by the installation of a continuous
tics
resin-impregnated-textile tube into an existing pipe by means
D3681 Test Method for Chemical Resistance of “Fiberglass”
of air or water inversion and inflation. The tube is pressed
(Glass–Fiber–Reinforced Thermosetting-Resin) Pipe in a
against the host pipe by air or water pressure and held in place
Deflected Condition
until the thermo set resins have cured. When cured, the
D5813 Specification for Cured-In-Place Thermosetting
sectional liner shall extend over a predetermined length of the
Resin Sewer Piping Systems
host pipe as a continuous, one piece, tight fitting, corrosion
F412 Terminology Relating to Plastic Piping Systems
resistant and verifiable non-leaking cured-in-place pipe.
F1216 Practice for Rehabilitation of Existing Pipelines and
1.2 The values stated in inch-pound units are to be regarded
Conduits by the Inversion and Curing of a Resin-
as standard. The values given in parentheses are mathematical
Impregnated Tube
conversions to SI units that are provided for information only
4
2.2 NASSCO Guidelines:
and are not considered standard.
Recommended Specifications for Sewer Collection System
1.3 There is no similar or equivalent ISO Standard.
Rehabilitation.
1.4 This standard does not purport to address all of the
3. Terminology
safety concerns, if any, associated with its use. It is the
responsibility of the user of this standard to establish appro-
3.1 Definitions:
priate safety and health practices and determine the applica-
3.1.1 Unless otherwise indicated, definitions are in accor-
bility of regulatory limitations prior to use. Particular attention
dance with Terminology F412, and abbreviations are in accor-
is drawn to those safety regulations and requirements involving
dance with Terminology D1600.
entering into and working in confined spaces.
3.2 Definitions of Terms Specific to This Standard:
3.2.1 access point, n—upstream or downstream manholes,
2. Referenced Documents
that serve as the point of entrance or exit for the liner assembly
3
into the existing pipe.
2.1 ASTM Standards:
3.2.2 bladder, n—a translucent plastic apparatus that when
pressurized, causes the tube to be inverted through the dam-
1
This practice is under the jurisdiction of ASTM Committee F17 on Plastic
aged pipe section and pressed against the pipe walls. The
Piping Systems and is the direct responsibility of Subcommittee F17.67 on
bladder joined with the tube creates a liner/bladder assembly.
Trenchless Plastic Pipeline Technology.
Current edition approved Dec. 15, 2011. Published December 2011. Originally
3.2.3 frangible connection, n—a joining or combining of
approved in 2006. Last previous edition approved in 2006 as F2599–06. DOI:
two objects that can be easily disconnected or separated by
10.1520/F2599-11.
2
means of force.
The sectional repair of damaged pipe by means of inversion of a cured in place
liner is covered by patents (LMK Enterprises, Inc. 1779 Chessie Lane, Ottawa, IL
3.2.4 hydrophilic O-ring, n—a neoprene O-ring that is
61350). Interested parties are invited to submit information regarding the identifi-
moisture activated with expansion characteristics of 5-8 times
cation of acceptable alternatives to this patented item to the Committee on
Standards, ASTM Headquarters, 100 Barr Harbor Drive, West Conshohocken, PA its original thickness, producing a compression gasket seal
19428-2959. Your comments will receive careful consideration at a meeting of the
between the cured liner tube and the host pipe.
responsible technical committee which you may attend.
3
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
4
Standards volume information, refer to the standard’s Document Summary page on NASSCO, Inc. 11521 Cronridge Drive, Suite J, Owings Mills, MD 21117.
the ASTM website. http://www.nassco.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
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...
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.
Am American National Standard
Designation:F2599–06 Designation:F2599–11
Standard Practice for
The Sectional Repair of Damaged Pipe By Means of An
,
1 2
Inverted Cured-In-Place Liner
This standard is issued under the fixed designation F2599; 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 covers requirements and test methods for the sectional cured-in-place lining (SCIPL) repair of a pipe line (4
in, through 60 in. ) by the installation of a continuous resin-impregnated-textile tube into an existing pipe by means of air or water
inversion and inflation. The tube is pressed against the host pipe by air or water pressure and held in place until the thermo set
resins have cured. When cured, the sectional liner shall extend over a predetermined length of the host pipe as a continuous, one
piece, tight fitting, corrosion resistant and verifiable non-leaking cured-in-place pipe.
1.2 The values stated in inch-pound units are to be regarded as the 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 There is no similar or equivalent ISO 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 and health practices and determine the applicability of regulatory
limitations prior to use. Particular attention is drawn to those safety regulations and requirements involving entering into and
working in confined spaces.
2. Referenced Documents
3
2.1 ASTM Standards:
D790 Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials
D1600 Terminology for Abbreviated Terms Relating to Plastics
D3681 Test Method for Chemical Resistance of Fiberglass (GlassFiberReinforced Thermosetting-Resin) Pipe in a Deflected
Condition
D5813 Specification for Cured-In-Place Thermosetting Resin Sewer Piping Systems
F412 Terminology Relating to Plastic Piping Systems
F1216 Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-ImpregnatedTube
4
2.2 NASSCO Guidelines:
Recommended Specifications for Sewer Collection System Rehabilitation.
3. Terminology
3.1 Definitions:
3.1.1 Unless otherwise indicated, definitions are in accordance with Terminology F412, and abbreviations are in accordance
with Terminology D1600.
3.2 Definitions of Terms Specific to This Standard:
3.2.1 access point, n—upstream or downstream manholes, that serve as the point of entrance or exit for the liner assembly into
the existing pipe.
1
This practice is under the jurisdiction ofASTM Committee F17 on Plastic Piping Systems and is the direct responsibility of Subcommittee F17.67 on Trenchless Plastic
Pipeline Technology.
Current edition approved Aug. 15, 2006. Published August 2006. DOI: 10.1520/F2599-06.
Current edition approved Dec. 15, 2011. Published December 2011. Originally approved in 2006. Last previous edition approved in 2006 as F2599–06. DOI:
10.1520/F2599-11.
2
The sectional repair of damaged pipe by means of inversion of a cured in place liner is covered by patents (LMK Enterprises, Inc. 1779 Chessie Lane, Ottawa, IL61350).
Interested parties are invited to submit information regarding the identification of acceptable alternatives to this patented item to the Committee on Standards, ASTM
Headquarters, 100 Barr Harbor Drive, West Conshohocken, PA 19428-2959. Your comments will receive careful consideration at a meeting of the responsible technical
committee which you may attend.
3
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
4
NASSCO, 1314 Bedford Avenue, Suite 201, Baltimore, MD 21208
4
NASSCO, Inc. 11521 Cronridge Drive, Suite J, Owings Mills, MD 21117. http://www.nassco.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1
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F2599–11
3.2.2 bladder, n—atranslucentplasticapparatusthatwhenpressurized,causesth
...
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