ASTM F2599-06

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.

General Information

• Status: Historical
• Publication Date: 14-Aug-2006
• ICS: 23.040.99 - Other pipeline components
• Technical Committee: F17 - Plastic Piping Systems
• Drafting Committee: F17.67 - Trenchless Plastic Pipeline Technology

Relations

• Replaced By: ASTM F2599-11 - Standard Practice for The Sectional Repair of Damaged Pipe By Means of An Inverted Cured-In-Place Liner
• Effective Date: 15-Dec-2011
• 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: 15-Aug-2006

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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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
Am American National Standard
Designation:F2599–06
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.Anumber in parentheses indicates the year of last reapproval.A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope D1600 Terminology for Abbreviated Terms Relating to
Plastics
1.1 This practice covers requirements and test methods for
D3681 Test Method for Chemical Resistance of “Fiber-
thesectionalcured-in-placelining(SCIPL)repairofapipeline
glass” (Glass−Fiber−Reinforced Thermosetting-Resin)
(4 in, through 60 in. ) by the installation of a continuous
Pipe in a Deflected Condition
resin-impregnated-textile tube into an existing pipe by means
D5813 Specification for Cured-In-Place Thermosetting
of air or water inversion and inflation. The tube is pressed
Resin Sewer Piping Systems
against the host pipe by air or water pressure and held in place
F412 Terminology Relating to Plastic Piping Systems
until the thermo set resins have cured. When cured, the
F1216 Practice for Rehabilitation of Existing Pipelines and
sectional liner shall extend over a predetermined length of the
Conduits by the Inversion and Curing of a Resin-
host pipe as a continuous, one piece, tight fitting, corrosion
Impregnated Tube
resistant and verifiable non-leaking cured-in-place pipe.
2.2 NASSCO Guidelines:
1.2 Thevaluesstatedininch-poundunitsaretoberegarded
Recommended Specifications for Sewer Collection System
asthestandard.Thevaluesgiveninparenthesesaremathemati-
Rehabilitation.
cal conversions to SI units that provided for information only
and are not considered standard.
3. Terminology
1.3 There is no similar or equivalent ISO Standard.
3.1 Definitions:
1.4 This standard does not purport to address all of the
3.1.1 Unless otherwise indicated, definitions are in accor-
safety concerns, if any, associated with its use. It is the
dance with Terminology F412, and abbreviations are in accor-
responsibility of the user of this standard to establish appro-
dance with Terminology D1600.
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. Particular attention
3.2.1 access point, n—upstream or downstream manholes,
is drawn to those safety regulations and requirements involving
thatserveasthepointofentranceorexitforthelinerassembly
entering into and working in confined spaces.
into the existing pipe.
2. Referenced Documents 3.2.2 bladder, n—a translucent plastic apparatus that when
3 pressurized, causes the tube to be inverted through the dam-
2.1 ASTM Standards:
aged pipe section and pressed against the pipe walls. The
D790 Test Methods for Flexural Properties of Unreinforced
bladder joined with the tube creates a liner/bladder assembly.
andReinforcedPlasticsandElectricalInsulatingMaterials
3.2.3 frangible connection, n—a joining or combining of
two objects that can be easily disconnected or separated by
This practice is under the jurisdiction of ASTM Committee F17 on Plastic
means of force.
Piping Systems and is the direct responsibility of Subcommittee F17.67 on
3.2.4 inversion, n—the process of turning the resin-
Trenchless Plastic Pipeline Technology.
impregnatedtubeinsideoutbytheuseofairorwaterpressure.
Current edition approvedAug. 15, 2006. PublishedAugust 2006. DOI: 10.1520/
F2599-06.
3.2.5 launcher, n—an elongated flexible pressure vessel
Thesectionalrepairofdamagedpipebymeansofinversionofacuredinplace
(hoseapparatus)withoneopenendandoneclosedendcapable
liner is covered by patents (LMK Enterprises, Inc. 1779 Chessie Lane, Ottawa, IL
of receiving air pressure to cause a liner/bladder assembly to
61350). Interested parties are invited to submit information regarding the identifi-
cation of acceptable alternatives to this patented item to the Committee on invert forward out from the launcher.
Standards, ASTM Headquarters, 100 Barr Harbor Drive, West Conshohocken, PA
3.2.6 lift, n—a portion of the cured liner that has cured in a
19428-2959. Your comments will receive careful consideration at a meeting of the
position such that it has pulled away from the existing pipe
responsible technical committee which you may attend.
wall.
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. NASSCO, 1314 Bedford Avenue, Suite 201, Baltimore, MD 21208
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
F2599–06
3.2.7 liner/bladder assembly, n—a combination of a tube 5.2.3 The resin shall produce a SCIPL, which will comply
and bladder that are frangibley connected. with the structural and chemical resistance requirements of
3.2.8 nominal thickness, n—the finished liner thickness Practice F1216.
after curing.
6. Design Considerations
3.2.9 resin, n—polyester, vinyl ester, epoxy or silicate resin
6.1 The SCIPL shall be designed per Practice F1216,
systems being ambient or steam cured.
Appendix X1, Section X1.1.2.
3.2.10 sectional cured in place lining (SCIPL), n—a textile
6.2 TheSCIPLdesignforthesectionallinershallassumeno
tube impregnated by a thermo setting resin, which is formed
bonding to the original pipe.
within a portion of the existing pipe, thereby taking the shape
of, and fitting tightly to the existing pipe.
7. Installation Recommendations
3.2.11 tube, n—atextiletubecapableofabsorbingathermo
7.1 Access Safety—Prior to entering access areas such as
set resin.
manholes or excavation pits, perform inspection or cleaning
4. Significance and Use
operations,anevaluationoftheatmosphereshallbeconducted
to determine the presence of toxic or flammable vapors or lack
4.1 This practice is for use by designers and specifiers,
of oxygen in accordance with local, state, or federal safety
regulatory agencies, owners, and inspection organizations who
regulations.
are involved in the rehabilitation of pipes through the use of a
7.1.1 Cleaning and Inspection as per NASSCO Guidelines.
resin-impregnated tube installed within a damaged existing
7.1.2 Inspection of Pipelines—The interior of the pipeline
pipe. As for any practice, modifications may be required for
shall be carefully inspected to determine the location of any
specific job conditions.
condition that shall prevent proper installation, such as roots,
5. Materials
andcollapsedorcrushedpipe.Theseconditionsshallbenoted.
5.1 Tube— Experienced personnel trained in locating breaks, obstacles,
5.1.1 The textile tube shall consist of one or more layers of and service connections by closed circuit television shall
absorbent textile, for example, needle punched felt or circular perform inspection of pipelines.
knit, fiberglass or similar textile materials that meet the 7.1.3 Line Obstruct
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