ASTM F2719-09(2015)

Standard Practice for Installation of Polyethylene (PE) and Encapsulated Cement Mortar Formed in Place Lining System (FIPLS) for the Rehabilitation of Water Pipelines (Withdrawn 2022)

SIGNIFICANCE AND USE
5.1 This practice is for use by specifiers, regulatory agencies, owners and inspection organizations that are involved in the rehabilitation of pressure mains and conduits, and in particular potable water lines in the diameter range of 4 to 12 in. The supplier of the FIPLS lining system product should be consulted for design and installation information.
SCOPE
1.1 This practice covers requirements and test methods for installation of a semi-structural polyethylene (PE) and encapsulated cement mortar formed-in-place lining system (FIPLS) intended for the rehabilitation of water pipelines from 4 in. to 12 in. This renewal process involves installing a folded PE liner with multiple hooks on the outside face into an existing water pipeline then pumping cement mortar into the annular space and progressively reforming the liner against the original pipe wall by means of forcing a reforming device through the pipeline.  
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 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.  
1.4 This practice is to be used with the material specified in 4.2.1 of F2718 the Standard Specification for Polyethylene (PE) and Cement Materials for an Encapsulated Cement Mortar Formed in Place Lining System (FIPLS) for the Rehabilitation of Water Pipelines.
WITHDRAWN RATIONALE
This practice covers requirements and test methods for installation of a semi-structural polyethylene (PE) and encapsulated cement mortar formed-in-place lining system (FIPLS) intended for the rehabilitation of water pipelines from 4 in. to 12 in. This renewal process involves installing a folded PE liner with multiple hooks on the outside face into an existing water pipeline then pumping cement mortar into the annular space and progressively reforming the liner against the original pipe wall by means of forcing a reforming device through the pipeline.
Formerly under the jurisdiction of Committee F17 on Plastic Piping Systems, this practice was withdrawn in July 2022. This standard is being withdrawn without replacement due to its limited use by industry.

General Information

• Status: Withdrawn
• Publication Date: 28-Feb-2015
• Withdrawal Date: 05-Jul-2022
• ICS: 91.100.10 - Cement. Gypsum. Lime. Mortar
• Technical Committee: F17 - Plastic Piping Systems
• Drafting Committee: F17.67 - Trenchless Plastic Pipeline Technology

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: F2719 − 09 (Reapproved 2015)
Standard Practice for
Installation of Polyethylene (PE) and Encapsulated Cement
Mortar Formed in Place Lining System (FIPLS) for the
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Rehabilitation of Water Pipelines
This standard is issued under the fixed designation F2719; 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 C109/C109M Test Method for Compressive Strength of
Hydraulic Cement Mortars (Using 2-in. or [50 mm] Cube
1.1 This practice covers requirements and test methods for
Specimens)
installation of a semi-structural polyethylene (PE) and encap-
D1600 Terminology forAbbreviatedTerms Relating to Plas-
sulated cement mortar formed-in-place lining system (FIPLS)
tics
intended for the rehabilitation of water pipelines from 4 in. to
F412 Terminology Relating to Plastic Piping Systems
12 in. This renewal process involves installing a folded PE
F2718 Specification for Polyethylene (PE) and Cement Ma-
liner with multiple hooks on the outside face into an existing
terials for an Encapsulated Cement Mortar Formed in
water pipeline then pumping cement mortar into the annular
Place Liner System (FIPLS) for the Rehabilitation of
space and progressively reforming the liner against the original
Water Pipelines
pipe wall by means of forcing a reforming device through the
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2.2 AWWA/ANSI Standard:
pipeline.
C651 Disinfecting Water Mains
1.2 The values stated in inch-pound units are to be regarded
Manual M28 Rehabilitation of Water Mains
as standard. The values given in parentheses are mathematical
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2.3 NSF/ANSI Standards:
conversions to SI units that are provided for information only
NSF/ANSI 14 for Plastic Ping Components and related
and are not considered standard.
Materials
1.3 This standard does not purport to address all of the
NSF/ANSI 61 for Drinking Water Systems Components –
safety concerns, if any, associated with its use. It is the
Health Effects
responsibility of the user of this standard to establish appro-
priate safety and health practices and determine the applicabil-
3. Terminology
ity of regulatory limitations prior to use. Particular attention is
3.1 Definitions—Unless otherwise indicated, definitions are
drawn to those safety regulations and requirements involving
inaccordancewithTerminologyF412,andabbreviationsarein
entering into and working in confined spaces.
accordance with Terminology D1600. The abbreviation of
1.4 This practice is to be used with the material specified in
polyethylene is PE.
4.2.1 of F2718 the Standard Specification for Polyethylene
3.2 Definitions of Terms Specific to This Standard:
(PE) and Cement Materials for an Encapsulated Cement
3.2.1 cement mortar, n—a specially formulated cement
Mortar Formed in Place Lining System (FIPLS) for the
based grout.
Rehabilitation of Water Pipelines.
3.2.2 formed-in-place-liner system (FIPLS), n—after inser-
tion of the liner and cement mortar, sequential insertion and
2. Referenced Documents
reforming of the liner and cement mortar in the host pipe, a
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2.1 ASTM Standards:
semi-structural composite lining of cement mortar with PE
external surface is formed. See Fig. 1 and Fig. 2.
1
3.2.3 liner, n—a PE sheet with integral anchors extruded in
This practice is under the jurisdiction of ASTM Committee F17 on Plastic
Piping Systems and is the direct responsibility of Subcommittee F17.67 on
a flat shape then formed with overlapping edges and fusion
Trenchless Plastic Pipeline Technology.
welded into a cylindrical shape. The collapsed liner or lay flat
Current edition approved March 1, 2015. Published March 2015. Originally
approved in 2009. Last previous edition approved in 2009 as F2719–09. DOI:
10.1520/F2719-09R15.
2 3
For referenced ASTM standards, visit the ASTM website, www.astm.org, or Available fromAmerican Water WorksAssociation (AWWA), 6666 W. Quincy
contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM Ave., Denver, CO 80235, http://www.awwa.org.
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Standards volume information, refer to the standard’s Document Summary page on Available from NSF International, P.O. Box 130140, 789 N. Dixboro Rd.,Ann
the ASTM website. Arbor, MI 48105, http://www.nsf.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
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F2719 − 09 (2015)
These figures are intended only for clarification of terms specific to this standard and show a representative Formed-In-Place Liner System.
FIG. 1 PE and Encapsulated Cement Mortar Formed-In-Place Liner System (FIPLS)
These figures are intended only for clarification of te
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