ASTM D5813-95

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An American National Standard
Designation: D 5813 – 95
Standard Specification for
Cured-In-Place Thermosetting Resin Sewer Pipe
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 3039/D3039M Test Method for Tensile Properties of
Fiber-Resin Composites
1.1 This specification covers cured-in-place thermosetting
D 3567 Practice for Determining Dimensions of “Fiber-
resin pipe (CIPP), 4 through 132-in. (100 through 3353-mm)
glass” (Glass-Fiber-Thermosetting Resin) Pipe and Fit-
equivalent diameter, for use in gravity flow systems for
tings
conveying sanitary sewage, storm water, and certain industrial
D 3681 Test Method for Chemical Resistance of “Fiber-
wastes. This specification is suited for the evaluation and
glass” (Glass-Fiber Reinforced Thermosetting Resin) Pipe
testing of materials used in the rehabilitation of existing pipes
in a Deflected Condition
by the installation and cure of a resin-impregnated fabric liner.
D 4814 Specification for Automotive Spark—Ignition En-
1.2 The values given in inch-pound units are to be regarded
gine Fuel
as the standard. The values given in parentheses are for
F 412 Terminology Relating to Plastic Piping Systems
information only.
F 1216 Practice for Rehabilitation of Existing Pipelines and
NOTE 1—There are no ISO standards covering the primary subject
Conduits by the Inversion and Curing of a Resin-
matter of this specification.
Impregnated Tube
1.3 The following safety hazards caveat pertains only to the
3. Terminology
test methods portion, Section 8, of this specification: This
standard does not purport to address all of the safety concerns,
3.1 General—Definitions are in accordance with Termi-
if any, associated with its use. It is the responsibility of the user
nologies D 883 and F 412. Abbreviations are in accordance
of this standard to establish appropriate safety and health
with Terminology D 1600, unless otherwise indicated.
practices and determine the applicability of regulatory limita-
3.2 Definitions of Terms Specific to This Standard:
tions prior to use.
3.2.1 cured-in-place pipe (CIPP)—hollow cylinder consist-
ing of a fabric with cured (cross-linked) thermoset resin;
2. Referenced Documents
interior or exterior plastic tube coatings, or both, may be
2.1 ASTM Standards:
included; this pipe is formed within and takes the shape of an
D 543 Test Method for Resistance of Plastics to Chemical
existing conduit.
Reagents
3.2.2 delamination—separation of coating or layers of the
D 638 Test Method for Tensile Properties of Plastics
CIPP, or both.
D 695 Test Method for Compressive Properties of Rigid
3.2.3 dry spot—a fabric area of the finished CIPP which is
Plastics
deficient or devoid of resin.
D 790 Test Methods for Flexural Properties of Unreinforced
3.2.4 fabric tube—a flexible material formed into a tubular
and Reinforced Plastic and Electrical Insulating Materials
shape which during the installation process is saturated with
D 883 Terminology Relating to Plastics
resin and holds the resin in place during the cure.
D 1600 Terminology for Abbreviated Terms Relating to
3.2.5 fully deteriorated pipe—the original pipe is not struc-
Plastics
turally sound and cannot support soil and live loads or is
D 1682 Test Methods for Breaking Load and Elongation of
expected to reach this condition over the design life of the
Textile Fabric
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.
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. Annual Book of ASTM Standards, Vol 15.03.
2 5
Annual Book of ASTM Standards, Vol 08.01. Annual Book of ASTM Standards, Vol 08.04.
3 6
Discontinued; see 1991 Annual Book of ASTM Standards, Vol 07.01. Annual Book of ASTM Standards, Vol 05.03.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
D 5813 – 95
3.2.7 partially deteriorated pipe—the original pipe can used. The coating shall allow visual inspection of the proper
support the soil and live loads throughout the design life of the impregnation of the tube fabric with resin.
rehabilitated pipe. The soil adjacent to the existing pipe must 5.2.3 Filler—An additive which alters the thixotropic or
provide adequate side support. The pipe may have longitudinal physical properties, or both, of a resin, and when incorporated
cracks and some distortion of the diameter. into the CIPP will not detrimentally affect its ability to meet the
3.2.8 qualification test—one or more tests used to prove the requirements of this specification.
design of a product; not a routine quality control test.
6. Requirements
3.2.9 quality assurance test—one or more tests used to
verify the physical properties of the CIPP. 6.1 Fabric Tube Strength—The fabric tube, as a quality
3.2.10 quality control test—one or more tests used by the control test, when tested in accordance with 8.4 shall have a
manufacturer of the tube during manufacture or assembly. minimum tensile strength of 750 psi (5 MPa) in both the
3.2.11 tube coating—a plastic coating on the outside or longitudinal and transverse directions.
inside surface, or both, of the fabric tube. 6.2 Workmanship—After installation, Types I, II, and III
CIPP shall be free of dry spots, lifts, delamination of any CIPP
4. Classification
layers or tube coating. If any of these conditions are present,
repair the CIPP in these areas with materials compatible with
4.1 Types of CIPP:
the resin system and fabric tube and in a manner acceptable to
4.1.1 Type I—Designed to provide chemical resistance and
the purchaser, or replace the CIPP so that it meets the
prevent exfiltration.
requirements of these specifications.
4.1.2 Type II—Installed in a partially deteriorated existing
6.3 Dimensions:
pipe and is designed to provide chemical resistance, prevent
6.3.1 Pipe Diameters—Due to diametric shrinkage of the
exfiltration and infiltration, and support the external hydrostatic
CIPP during cure, the minimum allowable outside diameter of
loads due to groundwater only (and internal vacuum, where
Types I, II, and III CIPP should be 98 % of the inside diameter
applicable), since the soil and live loads can be supported by
of the host or mold pipe used for sampling, when measured in
the original conduit.
accordance with 8.1.1.
4.1.3 Type III—Installed in a fully deteriorated existing pipe
6.3.2 Lengths—Types I, II, and III CIPP shall be designed to
and designed to provide chemical resistance, prevent exfiltra-
extend the full length of the existing pipe between the access
tion and infiltration, and support all external hydraulic, soil,
points after installation and curing, unless otherwise required.
and live loads acting on the original conduit.
The cured CIPP may be cut to project beyond the ends of the
4.2 Grades of CIPP:
existing pipe as required by the owner.
4.2.1 Grade 1—Thermosetting polyester resin.
6.3.3 Wall Thickness—The average wall thickness of Types
4.2.2 Grade 2—Thermosetting epoxy resin.
I, II, and III CIPP shall not be less than the specified thickness.
NOTE 2—For the purposes of this specification, polyester includes vinyl
The minimum wall thickness at any point shall not be less than
ester resins.
87.5 % of the specified thickness when measured in accordance
NOTE 3—The purchaser should determine or consult the manufacturer
with 8.1.2.
for the proper type and grade pipe to be used under the installation and
6.4 Chemical Resistance Requirements:
operation conditions that will exist for the project in which the pipe is to
be used.
6.4.1 Types I, II, and III specimens of each grade and class
for use in sanitary sewer applications shall be evaluated in a
5. Materials and Manufacture
laminate form by qualification test in accordance with 8.2.1.
5.1 General—The resins, fabric tube, tube coatings, fillers,
The specimens shall be capable of exposure to the solutions in
and other materials, when combined as a composite structure,
Table 1 at a temperature of 73.4 6 3.6°F (23 6 2°C) with a
shall produce a pipe that meets the requirements of this
percentage retention of flexural modulus of elasticity, when
specification.
tested in accordance with 8.3, of at least 80 % after one-year
5.2 CIPP Wall Composition—The wall shall consist of a
exposure. Flexural properties after exposure to the chemical
fabric tube and tube coating filled with a thermosetting
solution shall be based on the dimensions of the specimen after
(cross-linked) resin, and if used, a filler.
exposure.
5.2.1 Resin—A thermosetting polyester or epoxy resin.
6.4.2 Types I, II, and III CIPP specimens of each grade and
5.2.2 Fabric Tube—This tube shall consist of one or more
class used shall be evaluated by qualification test in accordance
layers of fabric that are compatible with the resin system used
...