ASTM D5813-04(2008)
(Specification)Standard Specification for Cured-In-Place Thermosetting Resin Sewer Piping Systems
Standard Specification for Cured-In-Place Thermosetting Resin Sewer Piping Systems
ABSTRACT
This specification covers cured-in-place thermosetting resin pipe (CIPP) with a certain measurement, equivalent diameter, for use in gravity flow systems in conveying sanitary sewage, storm water, and certain industrial wastes. This specification is suited for the evaluation and testing of materials used in the rehabilitation of existing pipes by the installation and cure of a resin-impregnated fabric liner. CIPP are classified into three types: Type I which is designed to provide chemical resistance and prevent exfiltration; Type II which is installed in a partially deteriorated existing pipe or structure and is designed to provide chemical resistance, prevent exfiltration and infiltration, and support the external hydrostatic loads due to groundwater only (and internal vacuum, where applicable), since the soil and live loads can be supported by the original conduit or structure; and Type III which is Installed in a fully deteriorated existing pipe or structure and designed to provide chemical resistance, prevent exfiltration and infiltration, and support all external hydraulic, soil, and live loads acting on the original conduit or structure. CIPP also are classified into three grades: Grade 1 as thermosetting polyester resin, Grade 2 as thermosetting polyester resin, and Grade 3 as thermosetting epoxy resin. Properties of CIPP materials such as diameter, wall thickness, chemical resistance, flexural strength, and tensile strength shall be determined by subjecting them to different tests.
SCOPE
1.1 This specification covers cured-in-place thermosetting resin pipe (CIPP), 4 through 132-in. (100 through 3353-mm) equivalent diameter, for use in gravity flow systems for conveying sanitary sewage, storm water, and certain industrial wastes. This specification is suited for the evaluation and testing of materials used in the rehabilitation of existing pipes by the installation and cure of a resin-impregnated fabric liner.
1.2 This specification can also be extended to cover manholes, pump stations, wetwells, vaults, storage tanks, and other similar structures where a cured in place liner using thermosetting resin is applicable.
1.3 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.
Note 1—There are no ISO standards covering the primary subject matter of this specification.
1.4 The following safety hazards caveat pertains only to the test methods portion, Section 8, of this specification: 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.
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
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Designation:D5813 −04(Reapproved 2008) An American National Standard
Standard Specification for
Cured-In-Place Thermosetting Resin Sewer Piping Systems
This standard is issued under the fixed designation D5813; 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 D790Test Methods for Flexural Properties of Unreinforced
and Reinforced Plastics and Electrical Insulating Materi-
1.1 This specification covers cured-in-place thermosetting
als
resin pipe (CIPP), 4 through 132-in. (100 through 3353-mm)
D883Terminology Relating to Plastics
equivalent diameter, for use in gravity flow systems for
D1600TerminologyforAbbreviatedTermsRelatingtoPlas-
conveying sanitary sewage, storm water, and certain industrial
tics
wastes. This specification is suited for the evaluation and
D1682Test Method for Breaking Load and Elongation of
testing of materials used in the rehabilitation of existing pipes
Textile Fabric (Withdrawn 1992)
by the installation and cure of a resin-impregnated fabric liner.
D3039/D3039MTest Method forTensile Properties of Poly-
1.2 This specification can also be extended to cover
mer Matrix Composite Materials
manholes, pump stations, wetwells, vaults, storage tanks, and
D3567PracticeforDeterminingDimensionsof“Fiberglass”
other similar structures where a cured in place liner using
(Glass-Fiber-Reinforced Thermosetting Resin) Pipe and
thermosetting resin is applicable.
Fittings
D3681TestMethodforChemicalResistanceof“Fiberglass”
1.3 The values stated in inch-pound units are to be regarded
as standard. The values given in parentheses are mathematical (Glass–Fiber–Reinforced Thermosetting-Resin) Pipe in a
Deflected Condition
conversions to SI units that are provided for information only
and are not considered standard. D4814Specification for Automotive Spark-Ignition Engine
Fuel
NOTE 1—There are no ISO standards covering the primary subject
F412Terminology Relating to Plastic Piping Systems
matter of this specification.
F1216Practice for Rehabilitation of Existing Pipelines and
1.4 The following safety hazards caveat pertains only to the
Conduits by the Inversion and Curing of a Resin-
test methods portion, Section 8, of this specification: This
Impregnated Tube
standard does not purport to address all of the safety concerns,
F1743Practice for Rehabilitation of Existing Pipelines and
if any, associated with its use. It is the responsibility of the user
ConduitsbyPulled-in-PlaceInstallationofCured-in-Place
of this standard to establish appropriate safety and health
Thermosetting Resin Pipe (CIPP)
practices and determine the applicability of regulatory limita-
F2019Practice for Rehabilitation of Existing Pipelines and
tions prior to use.
Conduits by the Pulled in Place Installation of Glass
Reinforced Plastic (GRP) Cured-in-Place Thermosetting
2. Referenced Documents
Resin Pipe (CIPP)
2.1 ASTM Standards:
D543Practices for Evaluating the Resistance of Plastics to
3. Terminology
Chemical Reagents
3.1 General—DefinitionsareinaccordancewithTerminolo-
D638Test Method for Tensile Properties of Plastics
gies D883 and F412. Abbreviations are in accordance with
D695Test Method for Compressive Properties of Rigid
Terminology D1600, unless otherwise indicated.
Plastics
3.2 Definitions of Terms Specific to This Standard:
3.2.1 cured-in-place pipe (CIPP)—hollowcylinderorshape
This specification is under the jurisdiction of ASTM Committee D20 on
consistingofafabricwithcured(cross-linked)thermosetresin;
Plastics and is under the direct responsibility of Subcommittee D20.23 on
interior or exterior plastic tube coatings, or both, may be
Reinforced Plastic Piping Systems and Chemical Equipment.
included; this pipe is formed within and takes the shape of an
Current edition approved Dec. 15, 2008. Published February 2009. Originally
approved in 1995. Last previous edition approved in 2004 as D5813–04. DOI:
existing conduit or structure.
10.1520/D5813-04R08.
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
Standards volume information, refer to the standard’s Document Summary page on The last approved version of this historical standard is referenced on
the ASTM website. www.astm.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
D5813−04 (2008)
3.2.2 delamination—separation of coating or layers of the 5. Materials and Manufacture
CIPP, or both.
5.1 General—The resins, fabric tube, tube coatings, fillers,
and other materials, when combined as a composite structure,
3.2.3 dry spot—a fabric area of the finished CIPP which is
shall produce a pipe/structure that meets the requirements of
deficient or devoid of resin.
this specification.
3.2.4 fabric tube—a flexible material formed into a tubular
5.2 CIPP Wall Composition—The wall shall consist of a
shape which during the installation process is saturated with
fabric tube and tube coating filled with a thermosetting
resin and holds the resin in place during the cure.
(cross-linked) resin, and if used, a filler.
3.2.5 fully deteriorated pipe—the original pipe is not struc-
5.2.1 Resin—A thermosetting polyester or epoxy resin.
turally sound and cannot support soil and live loads or is
5.2.2 Fabric Tube—This tube shall consist of one or more
expected to reach this condition over the design life of the
layers of fabric that are compatible with the resin system used
rehabilitated pipe.
and are capable of supporting and carrying resin. The tube
3.2.6 lift—a portion of the CIPP that has pulled away from should be capable of withstanding installation procedures and
curing temperatures. Longitudinal and circumferential joints
the existing conduit wall and formed a reverse (inward)
curvature of the CIPP relative to the existing conduit. between multiple layers of a tube should be staggered to not
overlap. The tube shall be fabricated to fit its final in-place
3.2.7 partially deteriorated pipe—the original pipe can
position in the original conduit, with allowance for stretch as
support the soil and live loads throughout the design life of the
recommended by the tube manufacturer.
rehabilitated pipe. The soil adjacent to the existing pipe must
5.2.2.1 Tube Coating—The inside or outside surface, or
provideadequatesidesupport.Thepipemayhavelongitudinal
both, of the fabric tube may be coated with a plastic flexible
cracks and some distortion of the diameter.
material that is compatible with the tube and the resin system
3.2.8 qualification test—one or more tests used to prove the
used. The coating shall allow visual inspection of the proper
design of a product; not a routine quality control test.
impregnation of the tube fabric with resin.
5.2.3 Filler—An additive which alters the thixotropic or
3.2.9 quality assurance test—one or more tests used to
physical properties, or both, of a resin, and when incorporated
verify the physical properties of the CIPP.
intotheCIPPwillnotdetrimentallyaffectitsabilitytomeetthe
3.2.10 quality control test—one or more tests used by the
requirements of this specification.
manufacturer of the tube during manufacture or assembly.
6. Requirements
3.2.11 tube coating—a plastic coating on the outside or
6.1 Fabric Tube Strength—The fabric tube, as a quality
inside surface, or both, of the fabric tube.
control test, when tested in accordance with 8.4 shall have a
minimum tensile strength of 750 psi (5 MPa) in both the
4. Classification
longitudinal and transverse directions.
4.1 Types of CIPP:
6.2 Workmanship—After installation, Types I, II, and III
4.1.1 Type I—Designed to provide chemical resistance and
CIPPshall be free of dry spots, lifts, delamination of any CIPP
prevent exfiltration.
layers or tube coating. If any of these conditions are present,
4.1.2 Type II—Installed in a partially deteriorated existing
repair the CIPP in these areas with materials compatible with
pipe or structure and is designed to provide chemical
the resin system and fabric tube and in a manner acceptable to
resistance, prevent exfiltration and infiltration, and support the
the purchaser, or replace the CIPP so that it meets the
external hydrostatic loads due to groundwater only (and
requirements of these specifications.
internal vacuum, where applicable), since the soil and live
6.3 Dimensions:
loads can be supported by the original conduit or structure.
6.3.1 Pipe Diameters—Due to diametric shrinkage of the
4.1.3 Type III—Installedinafullydeterioratedexistingpipe
CIPPduring cure, the minimum allowable outside diameter of
or structure and designed to provide chemical resistance,
Types I, II, and III CIPPshould be 98% of the inside diameter
prevent exfiltration and infiltration, and support all external
of the host or mold pipe used for sampling, when measured in
hydraulic, soil, and live loads acting on the original conduit or
accordance with 8.1.1.
structure.
6.3.2 Lengths—TypesI,II,andIIICIPPshallbedesignedto
4.2 Grades of CIPP:
extend the full length of the existing pipe between the access
points after installation and curing, unless otherwise required.
4.2.1 Grade 1—Thermosetting polyester resin.
The cured CIPP may be cut to project beyond the ends of the
4.2.2 Grade 2—Thermosetting polyester resin.
existing pipe as required by the owner.
4.2.3 Grade 3—Thermosetting epoxy resin.
6.3.3 Wall Thickness—The average wall thickness of Types
I, II, and III CIPPshall not be less than the specified thickness.
NOTE2—Forthepurposesofthisspecification,polyesterincludesvinyl
ester r
...
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.
An American National Standard
Designation:D 5813–95 Designation: D 5813 – 04 (Reapproved 2008)
Standard Specification for
Cured-In-Place Thermosetting Resin Sewer PipeCured-In-
Place Thermosetting Resin Sewer Piping Systems
This standard is issued under the fixed designation D 5813; 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 cured-in-place thermosetting resin pipe (CIPP), 4 through 132-in. (100 through 3353-mm)
equivalent diameter, for use in gravity flow systems for conveying sanitary sewage, storm water, and certain industrial wastes.This
specification is suited for the evaluation and testing of materials used in the rehabilitation of existing pipes by the installation and
cure of a resin-impregnated fabric liner.
1.2The values given in inch-pound units are to be regarded as the standard. The values given in parentheses are for information
only.
1.2 This specification can also be extended to cover manholes, pump stations, wetwells, vaults, storage tanks, and other similar
structures where a cured in place liner using thermosetting resin is applicable.
1.3 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.
NOTE 1—There are no ISO standards covering the primary subject matter of this specification.
1.3
1.4 The following safety hazards caveat pertains only to the test methods portion, Section 8, of this specification: 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.
2. Referenced Documents
2.1 ASTM Standards:
D 543 Test Method Practices for Evaluating the Resistance of Plastics to Chemical Reagents
D 638 Test Method for Tensile Properties of Plastics
D 695 Test Method for Compressive Properties of Rigid Plastics
D 790 Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials
D 883 Terminology Relating to Plastics
D 1600 Terminology for Abbreviated Terms Relating to Plastics
D1682 Test Methods of Test for Breaking Load and Elongation of Textile Fabrics
D 3039/D 3039M Test Method forTensile Properties of Fiber-Resin CompositesTest Method forTensile Properties of Polymer
Matrix Composite Materials
D 3567 Practice for Determining Dimensions of “Fiberglass” (Glass-Fiber-Reinforced Thermosetting Resin) Pipe and Fittings
D 3681 Test Method for Chemical Resistance of “Fiberglass” (Glass-Fiber Fiberglass (GlassFiberReinforced Thermosetting-
Resin) Pipe in a Deflected Condition
D 4814 Specification for Automotive Spark—-Ignition Engine Fuel
F 412 Terminology Relating to Plastic Piping Systems
F 1216 Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated
Tube Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-ImpregnatedTube
This specification is under the jurisdiction of ASTM Committee D-20 on Plastics and is under the direct responsibility of Subcommittee D20.23 on Reinforced Plastic
Piping Systems and Chemical Equipment.
Current edition approved Oct. 10, 1995. Published December 1995.
This specification is under the jurisdiction of ASTM Committee D20 on Plastics and is under the direct responsibility of Subcommittee D20.23 on Reinforced Plastic
Piping Systems and Chemical Equipment.
Current edition approved Dec. 15, 2008. Published February 2009. Originally approved in 1995. Last previous edition approved in 2004 as D 5813–04.
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
, Vol 08.01.volume information, refer to the standard’s Document Summary page on the ASTM website.
Discontinued; see 1991 Annual Book of ASTM Standards , Vol 07.01.
Withdrawn. The last approved version of this historical standard is referenced on www.astm.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
D 5813 – 04 (2008)
F 1743 Practice for Rehabilitation of Existing Pipelines and Conduits by Pulled-in-Place Installation of Cured-in-Place
Thermosetting Resin Pipe (CIPP)
F 2019 Practice for Rehabilitation of Existing Pipelines and Conduits by the Pulled in Place Installation of Glass Reinforced
Plastic (GRP) Cured-in-Place Thermosetting Resin Pipe (CIPP)
3. Terminology
3.1 General—Definitions are in accordance with Terminologies D 883 and F 412. Abbreviations are in accordance with
Terminology D 1600, unless otherwise indicated.
3.2 Definitions of Terms Specific to This Standard:
3.2.1 cured-in-place pipe (CIPP)—hollow cylinder or shape consisting of a fabric with cured (cross-linked) thermoset resin;
interior or exterior plastic tube coatings, or both, may be included; this pipe is formed within and takes the shape of an existing
conduit or structure.
3.2.2 delamination—separation of coating or layers of the CIPP, or both.
3.2.3 dry spot—a fabric area of the finished CIPP which is deficient or devoid of resin.
3.2.4 fabric tube—a flexible material formed into a tubular shape which during the installation process is saturated with resin
and holds the resin in place during the cure.
3.2.5 fully deteriorated pipe—the original pipe is not structurally sound and cannot support soil and live loads or is expected
to reach this condition over the design life of the rehabilitated pipe.
3.2.6 lift—a portion of the CIPP that has pulled away from the existing conduit wall and formed a reverse (inward) curvature
of the CIPP relative to the existing conduit.
3.2.7 partially deteriorated pipe—the original pipe can support the soil and live loads throughout the design life of the
rehabilitatedpipe.Thesoiladjacenttotheexistingpipemustprovideadequatesidesupport.Thepipemayhavelongitudinalcracks
and some distortion of the diameter.
3.2.8 qualification test—one or more tests used to prove the design of a product; not a routine quality control test.
3.2.9 quality assurance test—one or more tests used to verify the physical properties of the CIPP.
3.2.10 quality control test—one or more tests used by the manufacturer of the tube during manufacture or assembly.
3.2.11 tube coating—a plastic coating on the outside or inside surface, or both, of the fabric tube.
4. Classification
4.1 Types of CIPP:
4.1.1 Type I—Designed to provide chemical resistance and prevent exfiltration.
4.1.2 Type II—Installed in a partially deteriorated existing pipe or structure and is designed to provide chemical resistance,
prevent exfiltration and infiltration, and support the external hydrostatic loads due to groundwater only (and internal vacuum,
where applicable), since the soil and live loads can be supported by the original conduit or structure.
4.1.3 Type III—Installed in a fully deteriorated existing pipe or structure and designed to provide chemical resistance, prevent
exfiltration and infiltration, and support all external hydraulic, soil, and live loads acting on the original conduit or structure.
4.2 Grades of CIPP:
4.2.1 Grade 1—Thermosetting polyester resin.
4.2.2 Grade 2—Thermosetting polyester resin.
4.2.3 Grade 3—Thermosetting epoxy resin.
NOTE 2—For the purposes of this specification, polyester includes vinyl ester resins.
NOTE 3—The purchaser should determine or consult the manufacturer for the proper type and grade pipeCIPP to be used under the installation and
operation conditions that will exist for the project in which the pipe/structure is to be used.
5. Materials and Manufacture
5.1 General—The resins, fabric tube, tube coatings, fillers, and other materials, when combined as a composite structure, shall
produce a pipe/structure that meets the requirements of this specification.
5.2 CIPP Wall Composition—The wall shall consist of a fabric tube and tube coating filled with a thermosetting (cross-linked)
resin, and if used, a filler.
5.2.1 Resin—A thermosetting polyester or epoxy resin.
5.2.2 Fabric Tube—This tube shall consist of one or more layers of fabric that are compatible with the resin system used and
are capable of supporting and carrying resin. The tube should be capable of withstanding installation procedures and curing
temperatures. Longitudinal and circumferential joints between multiple layers of a tube should be staggered to not overlap. The
tube shall be fabricated to fit its final in-place position in the original conduit, with allowance for stretch as recommended by the
tube manufacturer.
5.2.2.1 Tube Coating—The inside or outside surface, or both, of the fabric tube may be coated with a plastic flexible material
that is compatible with the tube and the resin system used. The coating shall allow visual inspection of the proper impregnation
of the tube fabric with resin.
5.2.3 Filler—An additive which alters the thixotropic or physical properties, or both, of a resin, and when incorporated into the
D 5813 – 04 (2008)
CIPP will not detrimentally affect its ability to meet the requirements of this specification.
6.Requirements Requirements
6. Requirements
6.1 Fabric Tube Strength—The fabric tube, as a quality control test, when tested in accordance with 8.4 shall have a minimum
tensile strength of 750 psi (5 MPa) in both the longitudinal and transverse directions.
6.2 Workmanship—After installation, Types I, II, and III CIPP shall be free of dry spots, lifts, delamination of any CIPP layers
or tube coating. If any of these conditions are present, repair the CIPP in these areas with materials compatible with the resin
system and fabric tube and in a manner acceptable to the purchaser, or replace the CIPP so that it meets the requirements of these
specifications.
6.3 Dimensions:
6.3.1 Pipe Diameters—Due to diametric shrinkage of the CIPP during
...
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.
An American National Standard
Designation:D 5813–04 Designation: D 5813 – 04 (Reapproved 2008)
Standard Specification for
Cured-In-Place Thermosetting Resin Sewer Piping Systems
This standard is issued under the fixed designation D 5813; 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 cured-in-place thermosetting resin pipe (CIPP), 4 through 132-in. (100 through 3353-mm)
equivalent diameter, for use in gravity flow systems for conveying sanitary sewage, storm water, and certain industrial wastes.This
specification is suited for the evaluation and testing of materials used in the rehabilitation of existing pipes by the installation and
cure of a resin-impregnated fabric liner.
1.2 This specification can also be extended to cover manholes, pump stations, wetwells, vaults, storage tanks, and other similar
structures where a cured in place liner using thermosetting resin is applicable.
1.3The values given in inch-pound units are to be regarded as the standard. The values given in parentheses are for information
only.
1.3 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.
NOTE 1—There are no ISO standards covering the primary subject matter of this specification.
1.4 The following safety hazards caveat pertains only to the test methods portion, Section 8, of this specification: 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.
2. Referenced Documents
2.1 ASTM Standards:
D 543 Test Method Practices for Evaluating the Resistance of Plastics to Chemical Reagents
D 638 Test Method for Tensile Properties of Plastics
D 695 Test Method for Compressive Properties of Rigid Plastics
D 790 Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials
D 883 Terminology Relating to Plastics
D 1600 Terminology for Abbreviated Terms Relating to Plastics
D1682 Test Methods of Test for Breaking Load and Elongation of Textile Fabrics
D 3039/D 3039M Test Method forTensile Properties of Fiber-Resin CompositesTest Method forTensile Properties of Polymer
Matrix Composite Materials
D 3567 Practice for Determining Dimensions of “Fiberglass” (Glass-Fiber-Reinforced Thermosetting Resin) Pipe and Fittings
D 3681 Test Method for Chemical Resistance of “Fiberglass” (Glass-Fiber Fiberglass (GlassFiberReinforced Thermosetting-
Resin) Pipe in a Deflected Condition
D 4814 Specification for Automotive Spark—-Ignition Engine Fuel
F 412 Terminology Relating to Plastic Piping Systems
F 1216 Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-ImpregnatedTube
F 1743 PracticeforRehabilitationofExisitingExistingPipelinesandConduitsbyPulled-in-PlaceInstallationofCured-in-Place
Thermosetting Resin Pipe (CIPP)
F 2019 PracticeforRehabilitationofExisitingExistingPipelinesandConduitsbyPulled-in-PlacethePulledinPlaceInstallation
of Glass Reinforced Plastic (GRP) Cured-in-Place Thermosetting Resin Pipe (CIPP)
This specification is under the jurisdiction of ASTM Committee D20 on Plastics and is under the direct responsibility of Subcommittee D20.23 on Reinforced Plastic
Piping Systems and Chemical Equipment.
Current edition approved Mar. 1, 2004. Published March 2004.
Originally approved in 1995. Last previous edition approved in 1995 as D5813–95.
Current edition approved Dec. 15, 2008. Published February 2009. Originally approved in 1995. Last previous edition approved in 2004 as D 5813–04.
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.
Withdrawn. The last approved version of this historical standard is referenced on www.astm.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
D 5813 – 04 (2008)
3. Terminology
3.1 General—Definitions are in accordance with Terminologies D 883 and F 412. Abbreviations are in accordance with
Terminology D 1600, unless otherwise indicated.
3.2 Definitions of Terms Specific to This Standard:
3.2.1 cured-in-place pipe (CIPP)—hollow cylinder or shape consisting of a fabric with cured (cross-linked) thermoset resin;
interior or exterior plastic tube coatings, or both, may be included; this pipe is formed within and takes the shape of an existing
conduit or structure.
3.2.2 delamination—separation of coating or layers of the CIPP, or both.
3.2.3 dry spot—a fabric area of the finished CIPP which is deficient or devoid of resin.
3.2.4 fabric tube—a flexible material formed into a tubular shape which during the installation process is saturated with resin
and holds the resin in place during the cure.
3.2.5 fully deteriorated pipe—the original pipe is not structurally sound and cannot support soil and live loads or is expected
to reach this condition over the design life of the rehabilitated pipe.
3.2.6 lift—a portion of the CIPP that has pulled away from the existing conduit wall and formed a reverse (inward) curvature
of the CIPP relative to the existing conduit.
3.2.7 partially deteriorated pipe—the original pipe can support the soil and live loads throughout the design life of the
rehabilitatedpipe.Thesoiladjacenttotheexistingpipemustprovideadequatesidesupport.Thepipemayhavelongitudinalcracks
and some distortion of the diameter.
3.2.8 qualification test—one or more tests used to prove the design of a product; not a routine quality control test.
3.2.9 quality assurance test—one or more tests used to verify the physical properties of the CIPP.
3.2.10 quality control test—one or more tests used by the manufacturer of the tube during manufacture or assembly.
3.2.11 tube coating—a plastic coating on the outside or inside surface, or both, of the fabric tube.
4. Classification
4.1 Types of CIPP:
4.1.1 Type I—Designed to provide chemical resistance and prevent exfiltration.
4.1.2 Type II—Installed in a partially deteriorated existing pipe or structure and is designed to provide chemical resistance,
prevent exfiltration and infiltration, and support the external hydrostatic loads due to groundwater only (and internal vacuum,
where applicable), since the soil and live loads can be supported by the original conduit or structure.
4.1.3 Type III—Installed in a fully deteriorated existing pipe or structure and designed to provide chemical resistance, prevent
exfiltration and infiltration, and support all external hydraulic, soil, and live loads acting on the original conduit or structure.
4.2 Grades of CIPP:
4.2.1 Grade 1—Thermosetting polyester resin.
4.2.2 Grade 2—Thermosetting polyester resin.
4.2.3 Grade 3—Thermosetting epoxy resin.
NOTE 2—For the purposes of this specification, polyester includes vinyl ester resins.
NOTE 3—ThepurchasershoulddetermineorconsultthemanufacturerforthepropertypeandgradeCIPPtobeusedundertheinstallationandoperation
conditions that will exist for the project in which the pipe/structure is to be used.
5. Materials and Manufacture
5.1 General—The resins, fabric tube, tube coatings, fillers, and other materials, when combined as a composite structure, shall
produce a pipe/structure that meets the requirements of this specification.
5.2 CIPP Wall Composition—The wall shall consist of a fabric tube and tube coating filled with a thermosetting (cross-linked)
resin, and if used, a filler.
5.2.1 Resin—A thermosetting polyester or epoxy resin.
5.2.2 Fabric Tube—This tube shall consist of one or more layers of fabric that are compatible with the resin system used and
are capable of supporting and carrying resin. The tube should be capable of withstanding installation procedures and curing
temperatures. Longitudinal and circumferential joints between multiple layers of a tube should be staggered to not overlap. The
tube shall be fabricated to fit its final in-place position in the original conduit, with allowance for stretch as recommended by the
tube manufacturer.
5.2.2.1 Tube Coating—The inside or outside surface, or both, of the fabric tube may be coated with a plastic flexible material
that is compatible with the tube and the resin system used. The coating shall allow visual inspection of the proper impregnation
of the tube fabric with resin.
5.2.3 Filler—An additive which alters the thixotropic or physical properties, or both, of a resin, and when incorporated into the
CIPP will not detrimentally affect its ability to meet the requirements of this specification.
6.Requirements Requirements
6. Requirements
6.1 Fabric Tube Strength—The fabric tube, as a quality control test, when tested in accordance with 8.4 shall have a minimum
D 5813 – 04 (2008)
tensile strength of 750 psi (5 MPa) in both the longitudinal and transverse directions.
6.2 Workmanship—After installation, Types I, II, and III CIPP shall be free of dry spots, lifts, delamination of any CIPP layers
or tube coating. If any of these conditions are present, repair the CIPP in these areas with materials compatible with the resin
system and fabric tube and in a manner acceptable to the purchaser, or replace the CIPP so that it meets the requirements of these
specifications.
6.3 Dim
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