ASTM F2207-06(2019)

Standard Specification for Cured-in-Place Pipe Lining System for Rehabilitation of Metallic Gas Pipe

ABSTRACT
This specification covers the requirements and test procedures for materials, dimensions, hydrostatic burst strength, chemical resistance, peeling strength, adhesion strength, and tensile strength properties for cured-in-place (CIP) pipe liners installed into existing metallic gas pipes for rehabilitation purposes. These cured-in-place pipe liners are intended for use in pipelines that transport natural gas, petroleum fuels (propane-air and propanebutane vapor mixtures), and manufactured and mixed gases, where resistance to gas permeation, ground movement, internal corrosion, leaking joints, pinholes, and chemical attack are required. The materials, which shall be considered separately for testing, consist of the flexible tubing, jacket, elastomer skin, and adhesive system.
SCOPE
1.1 This specification covers requirements and method of testing for materials, dimensions, hydrostatic burst strength, chemical resistance, adhesion strength and tensile strength properties for cured-in-place (CIP) pipe liners installed into existing metallic gas pipes, 3/4 to 48 in. nominal pipe size, for renewal purposes. The maximum allowable operating pressure (MAOP) of such renewed gas pipe shall not exceed a pressure of 300 psig (2060 kPa). The cured-in-place pipe liners covered by this specification are intended for use in pipelines transporting natural gas, petroleum fuels (propane-air and propane-butane vapor mixtures), and manufactured and mixed gases, where resistance to gas permeation, ground movement, internal corrosion, leaking joints, pinholes, and chemical attack are required.  
1.2 The medium pressure (up to 100 psig) cured-in-place pipe liners (Section A) covered by this specification are intended for use in existing structurally sound or partially deteriorated metallic gas pipe as defined in 3.2.10. The high pressure (over 100 psig up to 300 psig) cured-in-place pipe liners (Section B) covered by this specification are intended for use only in existing structurally sound steel gas pipe as defined in 3.2.10. CIP liners are installed with limited excavation using an inversion method (air or water) and are considered to be a trenchless pipeline rehabilitation technology. The inverted liner is bonded to the inside wall of the host pipe using a compatible adhesive (usually an adhesive or polyurethane) in order to prevent gas migration between the host pipe wall and the CIP liner and, also, to keep the liner from collapsing under its own weight.  
1.2.1 Continued growth of external corrosion, if undetected and unmitigated, could result in loss of the host pipe structural integrity to such an extent that the liner becomes the sole pressure bearing element in the rehabilitated pipeline structure. The CIP liner is not intended to be a stand-alone pipe and relies on the structural strength of the host pipe. The operator must maintain the structural integrity of the host pipe so that the liner does not become free standing.  
1.3 MPL CIP liners (Section A) can be installed in partially deteriorated pipe as defined in 3.2.10. Even for low pressure gas distribution systems, which typically operate at less than 1 psig, MPL CIP liners are not intended for use as a stand-alone gas carrier pipe but rely on the structural integrity of the host pipe. Therefore, the safe use of cured-in-place pipe lining technology for the rehabilitation of existing cast iron, steel, or other metallic gas piping systems, operating at pressures up to 100 psig, is contingent on a technical assessment of the projected operating condition of the pipe for the expected 30 to 50 year life of the CIP liner. Cured-in-place pipe liners are intended to repair/rehabilitate structurally sound pipelines having relatively small, localized defects such as localized corrosion, welds that are weaker than required for service, or loose joints (cast iron pipe), where leaks might occur.  
1.3.1 HPL CIP liners (Section B) are intended for use only in existing st...

General Information

• Status: Historical
• Publication Date: 31-Jul-2019
• ICS: 23.040.15 - Non-ferrous metal pipes
• Technical Committee: F17 - Plastic Piping Systems
• Drafting Committee: F17.60 - Gas

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: F2207 − 06 (Reapproved 2019) An American National Standard
Standard Specification for
Cured-in-Place Pipe Lining System for Rehabilitation of
1
Metallic Gas Pipe
This standard is issued under the fixed designation F2207; 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 maintain the structural integrity of the host pipe so that the liner
does not become free standing.
1.1 This specification covers requirements and method of
testing for materials, dimensions, hydrostatic burst strength,
1.3 MPL CIP liners (Section A) can be installed in partially
chemical resistance, adhesion strength and tensile strength
deteriorated pipe as defined in 3.2.10. Even for low pressure
properties for cured-in-place (CIP) pipe liners installed into
gas distribution systems, which typically operate at less than 1
3
existing metallic gas pipes, ⁄4 to 48 in. nominal pipe size, for
psig, MPL CIP liners are not intended for use as a stand-alone
renewal purposes. The maximum allowable operating pressure
gas carrier pipe but rely on the structural integrity of the host
(MAOP) of such renewed gas pipe shall not exceed a pressure
pipe. Therefore, the safe use of cured-in-place pipe lining
of 300 psig (2060 kPa). The cured-in-place pipe liners covered
technology for the rehabilitation of existing cast iron, steel, or
by this specification are intended for use in pipelines transport-
other metallic gas piping systems, operating at pressures up to
ing natural gas, petroleum fuels (propane-air and propane-
100 psig, is contingent on a technical assessment of the
butane vapor mixtures), and manufactured and mixed gases,
projected operating condition of the pipe for the expected 30 to
where resistance to gas permeation, ground movement, internal
50 year life of the CIP liner. Cured-in-place pipe liners are
corrosion, leaking joints, pinholes, and chemical attack are
intended to repair/rehabilitate structurally sound pipelines
required.
having relatively small, localized defects such as localized
1.2 The medium pressure (up to 100 psig) cured-in-place
corrosion, welds that are weaker than required for service, or
pipe liners (Section A) covered by this specification are
loose joints (cast iron pipe), where leaks might occur.
intended for use in existing structurally sound or partially
1.3.1 HPL CIP liners (Section B) are intended for use only
deteriorated metallic gas pipe as defined in 3.2.10. The high
in existing structurally sound steel gas pipe as defined in
pressure (over 100 psig up to 300 psig) cured-in-place pipe
3.2.10. HPL CIP liners are not intended for use as a stand-alone
liners (Section B) covered by this specification are intended for
gas carrier pipe but rely on the structural integrity of the host
use only in existing structurally sound steel gas pipe as defined
pipe. Therefore, the safe use of cured-in-place pipe lining
in 3.2.10. CIP liners are installed with limited excavation using
technology for the rehabilitation of existing steel gas piping
an inversion method (air or water) and are considered to be a
systems, operating at pressures up to 300 psig, is contingent on
trenchless pipeline rehabilitation technology. The inverted liner
a technical assessment of the projected operating condition of
is bonded to the inside wall of the host pipe using a compatible
the pipe for the expected 30 to 50 year life of the CIP liner.
adhesive (usually an adhesive or polyurethane) in order to
prevent gas migration between the host pipe wall and the CIP
1.4 The values stated in inch-pound units are to be regarded
liner and, also, to keep the liner from collapsing under its own
as standard. No other units of measurement are included in this
weight.
standard.
1.2.1 Continued growth of external corrosion, if undetected
1.5 This standard does not purport to address all of the
and unmitigated, could result in loss of the host pipe structural
safety concerns, if any, associated with its use. It is the
integrity to such an extent that the liner becomes the sole
responsibility of the user of this standard to establish appro-
pressure bearing element in the rehabilitated pipeline structure.
priate safety, health, and environmental practices and deter-
The CIP liner is not intended to be a stand-alone pipe and relies
on the structural strength of the host pipe. The operator must mine the applicability of regulatory limitations prior to use.
1.6 This international standard was developed in accor-
dance with internationally recognized principles on standard-
1
This specification is under the jurisdiction of ASTM Committee
...

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: F2207 − 06 (Reapproved 2013) F2207 − 06 (Reapproved 2019)An American National Standard
Standard Specification for
Cured-in-Place Pipe Lining System for Rehabilitation of
1
Metallic Gas Pipe
This standard is issued under the fixed designation F2207; 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 specification covers requirements and method of testing for materials, dimensions, hydrostatic burst strength, chemical
resistance, adhesion strength and tensile strength properties for cured-in-place (CIP) pipe liners installed into existing metallic gas
3
pipes, ⁄4 to 48 in. nominal pipe size, for renewal purposes. The maximum allowable operating pressure (MAOP) of such renewed
gas pipe shall not exceed a pressure of 300 psig (2060 kPa). The cured-in-place pipe liners covered by this specification are
intended for use in pipelines transporting natural gas, petroleum fuels (propane-air and propane-butane vapor mixtures), and
manufactured and mixed gases, where resistance to gas permeation, ground movement, internal corrosion, leaking joints, pinholes,
and chemical attack are required.
1.2 The medium pressure (up to 100 psig) cured-in-place pipe liners (Section A) covered by this specification are intended for
use in existing structurally sound or partially deteriorated metallic gas pipe as defined in 3.2.10. The high pressure (over 100 psig
up to 300 psig) cured-in-place pipe liners (Section B) covered by this specification are intended for use only in existing structurally
sound steel gas pipe as defined in 3.2.10. CIP liners are installed with limited excavation using an inversion method (air or water)
and are considered to be a trenchless pipeline rehabilitation technology. The inverted liner is bonded to the inside wall of the host
pipe using a compatible adhesive (usually an adhesive or polyurethane) in order to prevent gas migration between the host pipe
wall and the CIP liner and, also, to keep the liner from collapsing under its own weight.
1.2.1 Continued growth of external corrosion, if undetected and unmitigated, could result in loss of the host pipe structural
integrity to such an extent that the liner becomes the sole pressure bearing element in the rehabilitated pipeline structure. The CIP
liner is not intended to be a stand-alone pipe and relies on the structural strength of the host pipe. The operator must maintain the
structural integrity of the host pipe so that the liner does not become free standing.
1.3 MPL CIP liners (Section A) can be installed in partially deteriorated pipe as defined in 3.2.10. Even for low pressure gas
distribution systems, which typically operate at less than 1 psig, MPL CIP liners are not intended for use as a stand-alone gas carrier
pipe but rely on the structural integrity of the host pipe. Therefore, the safe use of cured-in-place pipe lining technology for the
rehabilitation of existing cast iron, steel, or other metallic gas piping systems, operating at pressures up to 100 psig, is contingent
on a technical assessment of the projected operating condition of the pipe for the expected 30 to 50 year life of the CIP liner.
Cured-in-place pipe liners are intended to repair/rehabilitate structurally sound pipelines having relatively small, localized defects
such as localized corrosion, welds that are weaker than required for service, or loose joints (cast iron pipe), where leaks might
occur.
1.3.1 HPL CIP liners (Section B) are intended for use only in existing structurally sound steel gas pipe as defined in 3.2.10. HPL
CIP liners are not intended for use as a stand-alone gas carrier pipe but rely on the structural integrity of the host pipe. Therefore,
the safe use of cured-in-place pipe lining technology for the rehabilitation of existing steel gas piping systems, operating at
pressures up to 300 psig, is contingent on a technical assessment of the projected operating condition of the pipe for the expected
30 to 50 year life of the CIP liner.
1.4 The values stated in inch-pound units are to be regarded as standard. No other units of measurement are included in this
standard.
1.5 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 s
...