ASTM F2599-16

Standard Practice for The Sectional Repair of Damaged Pipe By Means of An Inverted Cured-In-Place Liner

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 pipes through the use of a resin-impregnated tube installed within a damaged existing host 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. (10.2 cm through 152 cm)) by the installation of a continuous resin-impregnated-textile tube into an existing host 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 thermoset 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 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.

General Information

• Status: Historical
• Publication Date: 31-Mar-2016
• ICS: 23.040.99 - Other pipeline components
• Technical Committee: F17 - Plastic Piping Systems
• Drafting Committee: F17.67 - Trenchless Plastic Pipeline Technology

Relations

• Replaces: ASTM F2599-11 - Standard Practice for The Sectional Repair of Damaged Pipe By Means of An Inverted Cured-In-Place Liner
• Effective Date: 01-Apr-2016
• 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-Apr-2016

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: F2599 − 16
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* 2. Referenced Documents
3
1.1 This practice covers requirements and test methods for 2.1 ASTM Standards:
thesectionalcured-in-placelining(SCIPL)repairofapipeline D790 Test Methods for Flexural Properties of Unreinforced
(4 in. through 60 in. (10.2 cm through 152 cm)) by the and Reinforced Plastics and Electrical Insulating Materi-
installation of a continuous resin-impregnated-textile tube into als
an existing host pipe by means of air or water inversion and D1600 Terminology forAbbreviatedTerms Relating to Plas-
inflation. The tube is pressed against the host pipe by air or tics
waterpressureandheldinplaceuntilthethermosetresinshave D3681 TestMethodforChemicalResistanceof“Fiberglass”
cured. When cured, the sectional liner shall extend over a (Glass–Fiber–Reinforced Thermosetting-Resin) Pipe in a
predetermined length of the host pipe as a continuous, one Deflected Condition
piece, tight fitting, corrosion resistant, and verifiable non- D5813 Specification for Cured-In-Place Thermosetting
leaking cured-in-place pipe. Resin Sewer Piping Systems
F412 Terminology Relating to Plastic Piping Systems
1.2 The values stated in inch-pound units are to be regarded
F1216 Practice for Rehabilitation of Existing Pipelines and
as standard. The values given in parentheses are mathematical
Conduits by the Inversion and Curing of a Resin-
conversions to SI units that are provided for information only
Impregnated Tube
and are not considered standard.
4
2.2 NASSCO Guidelines:
1.3 There is no similar or equivalent ISO Standard.
Recommended Specifications for Sewer Collection System
1.4 This standard does not purport to address all of the
Rehabilitation.
safety concerns, if any, associated with its use. It is the
responsibility of the user of this standard to establish appro-
3. Terminology
priate safety and health practices and determine the applica-
3.1 Definitions:
bility of regulatory limitations prior to use. Particular attention
3.1.1 Unless otherwise indicated, definitions are in accor-
is drawn to those safety regulations and requirements involving
dance with Terminology F412, and abbreviations are in accor-
entering into and working in confined spaces.
dance with Terminology D1600.
3.2 Definitions of Terms Specific to This Standard:
1
This practice is under the jurisdiction of ASTM Committee F17 on Plastic
3.2.1 access point, n—upstream or downstream manholes,
Piping Systems and is the direct responsibility of Subcommittee F17.67 on
that serve as the point of entrance or exit for the liner assembly
Trenchless Plastic Pipeline Technology.
into the existing pipe.
Current edition approved April 1, 2016. Published May 2016. Originally
approved in 2006. Last previous edition approved in 2011 as F2599–11. DOI:
10.1520/F2599-16.
2
The sectional repair of damaged pipe by means of inversion of a cured in place
3
liner is covered by patents (LMK Enterprises, Inc. 1779 Chessie Lane, Ottawa, IL For referenced ASTM standards, visit the ASTM website, www.astm.org, or
61350). Interested parties are invited to submit information regarding the identifi- contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM
cation of acceptable alternatives to this patented item to the Committee on Standards volume information, refer to the standard’s Document Summary page on
Standards, ASTM Headquarters, 100 Barr Harbor Drive, West Conshohocken, PA the ASTM website.
4
19428-2959. Your comments will receive careful consideration at a meeting of the NASSCO, Inc. 11521 Cronridge Drive, Suite J, Owings Mills, MD 21117.
responsible technical committee which you may attend. 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 ----------------------
F2599 − 16
3.2.2 bladder, n—a translucent plastic apparatus that when 5.1.2 The tube shall be surrounded by an impermeable
pressurized, causes the tube to be inverted through the dam- flexible translucent bladder that will contain the resin and
aged pipe section and pressed against the pipe walls. The facilitate visual monitoring of the vacuum impregnation (wet-
bladder joined with the tube creates a liner/bladder assembly. out) procedure.
5.1.3 The tube shall be conti
...

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: F2599 − 11 F2599 − 16
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 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,in. through 60 in. ) (10.2 cm through 152 cm)) by the installation of a continuous resin-impregnated-textile tube into an existing
host 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 thermoset 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 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” (Glass–Fiber–Reinforced 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-Impregnated Tube
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:
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 Dec. 15, 2011April 1, 2016. Published December 2011May 2016. Originally approved in 2006. Last previous edition approved in 20062011 as
F2599–06.–11. DOI: 10.1520/F2599-11.10.1520/F2599-16.
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, IL 61350).
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 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
NASSCO, Inc. 11521 Cronridge Drive, Suite J, Owings Mills, MD 21117. 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 ----------------------
F2599 − 16
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.
3.2.2 bladder, n—a translucent plastic apparatus that when pressurized, causes the tube
...