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ASTM D5813-04

(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 given in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.
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 , 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.

General Information

Status
Historical
Publication Date
29-Feb-2004
Technical Committee
D20 - Plastics
Drafting Committee
D20.23 - Reinforced Thermosetting Resin Piping Systems and Chemical Equipment
Current Stage
Ref Project

Relations

Replaces
ASTM D5813-95 - Standard Specification for Cured-In-Place Thermosetting Resin Sewer Pipe
Effective Date
01-Mar-2004
Replaced By
ASTM D5813-04(2008) - Standard Specification for Cured-In-Place Thermosetting Resin Sewer Piping Systems
Effective Date
15-Dec-2008
Referred By
ASTM F2561-20 - Standard Practice for Rehabilitation of a Sewer Service Lateral and Its Connection to the Main Using a One Piece Main and Lateral Cured-in-Place Liner
Effective Date
01-Mar-2004
Referred By
ASTM F2019-22 - Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Pulled in Place Installation of Glass Reinforced Plastic Cured-in-Place (GRP-CIPP) Using the UV-Light Curing Method
Effective Date
01-Mar-2004
Referred By
ASTM F3541-22 - Standard Practice for Sectional Repair of Existing Gravity Flow, Non-Pressure Pipelines and Conduits by Pushed or Pulled-In-Place Installation of Cured-In-Place Thermosetting Resin Pipe (CIPP)
Effective Date
01-Mar-2004
Referred By
ASTM F2994-18(2022) - Standard Practice for Utilization of Mobile, Automated Cured-In-Place Pipe (CIPP) Impregnation Systems
Effective Date
01-Mar-2004
Referred By
ASTM F1216-22 - Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube
Effective Date
01-Mar-2004
Referred By
ASTM F2599-22 - Standard Practice for Sectional Repair of Damaged Pipe By Means of an Inverted Cured-In-Place Liner<rangeref></rangeref >
Effective Date
01-Mar-2004
Referred By
ASTM F1743-22 - Standard Practice for Rehabilitation of Existing Pipelines and Conduits by Pulled-in-Place Installation of Cured-in-Place Thermosetting Resin Pipe (CIPP)
Effective Date
01-Mar-2004

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ASTM D5813-04 - Standard Specification for Cured-In-Place Thermosetting Resin Sewer Piping SystemsASTM D5813-04 - Standard Specification for Cured-In-Place Thermosetting Resin Sewer Piping Systems
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ASTM D5813-04 - Standard Specification for Cured-In-Place Thermosetting Resin Sewer Piping Systems
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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
An American National Standard
Designation: D 5813 – 04
Standard Specification for
1
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 (e) indicates an editorial change since the last revision or reapproval.
1. Scope D 790 TestMethodsforFlexuralPropertiesofUnreinforced
and Reinforced Plastic and Electrical Insulating Materials
1.1 This specification covers cured-in-place thermosetting
D 883 Terminology Relating to Plastics
resin pipe (CIPP), 4 through 132-in. (100 through 3353-mm)
D 1600 Terminology for Abbreviated Terms Relating to
equivalent diameter, for use in gravity flow systems for
Plastics
conveying sanitary sewage, storm water, and certain industrial
D 1682 Test Methods for Breaking Load and Elongation of
wastes. This specification is suited for the evaluation and
Textile Fabric
testing of materials used in the rehabilitation of existing pipes
D 3039/D3039M Test Method for Tensile Properties of
by the installation and cure of a resin-impregnated fabric liner.
Fiber-Resin Composites
1.2 This specification can also be extended to cover man-
D 3567 Practice for Determining Dimensions of “Fiber-
holes, pump stations, wetwells, vaults, storage tanks, and other
glass” (Glass-Fiber-Thermosetting Resin) Pipe and Fit-
similar structures where a cured in place liner using thermo-
tings
setting resin is applicable.
D 3681 Test Method for Chemical Resistance of “Fiber-
1.3 The values given in inch-pound units are to be regarded
glass” (Glass-Fiber Reinforced Thermosetting Resin) Pipe
as the standard. The values given in parentheses are for
in a Deflected Condition
information only.
D 4814 Specification for Automotive Spark—Ignition En-
NOTE 1—There are no ISO standards covering the primary subject
gine Fuel
matter of this specification.
F 412 Terminology Relating to Plastic Piping Systems
1.4 The following safety hazards caveat pertains only to the
F 1216 Practice for Rehabilitation of Existing Pipelines and
test methods portion, Section 8, of this specification: This
Conduits by the Inversion and Curing of a Resin-
standard does not purport to address all of the safety concerns,
Impregnated Tube
if any, associated with its use. It is the responsibility of the user
F 1743 Practice for Rehabilitation of Exisiting Pipelines
of this standard to establish appropriate safety and health
and Conduits by Pulled-in-Place Installation of Cured-in-
practices and determine the applicability of regulatory limita-
Place Thermosetting Resin Pipe (CIPP)
tions prior to use.
F 2019 Practice for Rehabilitation of Exisiting Pipelines
and Conduits by Pulled-in-Place Installation of Glass
2. Referenced Documents
Reinforced Plastic (GRP) Cured-in-Place Thermosetting
2
2.1 ASTM Standards:
Resin Pipe (CIPP)
D 543 Test Method for Resistance of Plastics to Chemical
3. Terminology
Reagents
D 638 Test Method for Tensile Properties of Plastics
3.1 General—Definitions are in accordance with Termi-
D 695 Test Method for Compressive Properties of Rigid
nologies D 883 and F 412. Abbreviations are in accordance
Plastics
with Terminology D 1600, unless otherwise indicated.
3.2 Definitions of Terms Specific to This Standard:
3.2.1 cured-in-place pipe (CIPP)—hollowcylinderorshape
1
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 Mar. 1, 2004. Published March 2004.
existing conduit or structure.
Originally approved in 1995. Last previous edition approved in 1995 as
D5813–95.
3.2.2 delamination—separation of coating or layers of the
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
CIPP, or both.
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
3.2.3 dry spot—a fabric area of the finished CIPP which is
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. deficient or devoid of resin.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
D 5813 – 04
3.2.4 fabric tube—a flexible material formed into a tubular 5.2.2 Fabric Tube—This tube shall consist of one or more
shape which during the installation process is saturated with layers of fabric that are c
...

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3.1 The compression resistance perpendicular to the faces, the resistance to the extrusion during compression, and the ability to recover after release of the load are indicative of a joint filler's ability to continuously fill a concrete expansion joint and thereby prevent damage that might otherwise occur during thermal expansion. The asphalt content is a measure of the fiber-type joint filler's durability and life expectancy. In the case of cork-type fillers, the resistance to water absorption and resistance to boiling hydrochloric acid are relative measures of durability and life expectancy.
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SCOPE
1.1 These test methods cover the physical properties associated with preformed expansion joint fillers. The test methods include:    
Property  
Section  
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7.1  
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Extrusion  
7.3  
Boiling in Hydrochloric Acid  
7.4  
Asphalt Content  
7.5  
Water Absorption  
7.6  
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Note 1: Specific test methods are applicable only to certain types of joint fillers, as stated herein.  
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