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ASTM F1743-96

(Practice)

Standard Practice for Rehabilitation of Existing Pipelines and Conduits by Pulled-in-Place Installation of Cured-in-Place Thermosetting Resin Pipe (CIPP)

Standard Practice for Rehabilitation of Existing Pipelines and Conduits by Pulled-in-Place Installation of Cured-in-Place Thermosetting Resin Pipe (CIPP)

SCOPE
1.1 This practice describes the procedures for the reconstruction of pipelines and conduits (4 to 96 in. (10 to 244 cm) diameter) by the pulled-in-place installation of a resin-impregnated, flexible fabric tube into an existing conduit and secondarily inflated through the inversion of a calibration hose by the use of a hydrostatic head or air pressure (see Fig. 1). The resin is cured by circulating hot water or by the introduction of controlled steam into the tube. When cured, the finished cured-in-place pipe will be continuous and tight fitting. This reconstruction process may be used in a varietyof gravity and pressure applications such as sanitary sewers, storm sewers, process piping, electrical conduits, and ventilation systems.  
1.2 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for informational purposes only.  
Note 1- There are no ISO standards covering the primary subject matter of this practice.  
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.

General Information

Status
Historical
Publication Date
09-Nov-1996
Technical Committee
F17 - Plastic Piping Systems
Drafting Committee
F17.67 - Trenchless Plastic Pipeline Technology
Current Stage
Ref Project

Relations

Replaced By
ASTM F1743-96(2003) - Standard Practice for Rehabilitation of Existing Pipelines and Conduits by Pulled-in-Place Installation of Cured-in-Place Thermosetting Resin Pipe (CIPP)
Effective Date
10-Feb-2003

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ASTM F1743-96 - Standard Practice for Rehabilitation of Existing Pipelines and Conduits by Pulled-in-Place Installation of Cured-in-Place Thermosetting Resin Pipe (CIPP)ASTM F1743-96 - Standard Practice for Rehabilitation of Existing Pipelines and Conduits by Pulled-in-Place Installation of Cured-in-Place Thermosetting Resin Pipe (CIPP)
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ASTM F1743-96 - Standard Practice for Rehabilitation of Existing Pipelines and Conduits by Pulled-in-Place Installation of Cured-in-Place Thermosetting Resin Pipe (CIPP)
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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.
Designation: F 1743 – 96
AMERICAN SOCIETY FOR TESTING AND MATERIALS
100 Barr Harbor Dr., West Conshohocken, PA 19428
Reprinted from the Annual Book of ASTM Standards. Copyright ASTM
Standard Practice for
Rehabilitation of Existing Pipelines and Conduits by Pulled-
in-Place Installation of Cured-in-Place Thermosetting Resin
1
Pipe (CIPP)
This standard is issued under the fixed designation F 1743; 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
1.1 This practice describes the procedures for the recon-
struction of pipelines and conduits (4 to 96 in. (10 to 244 cm)
diameter) by the pulled-in-place installation of a resin-
impregnated, flexible fabric tube into an existing conduit and
secondarily inflated through the inversion of a calibration hose
by the use of a hydrostatic head or air pressure (see Fig. 1). The
resin is cured by circulating hot water or by the introduction of
controlled steam into the tube. When cured, the finished
cured-in-place pipe will be continuous and tight fitting. This
reconstruction process may be used in a variety of gravity and
pressure applications such as sanitary sewers, storm sewers,
process piping, electrical conduits, and ventilation systems.
1.2 The values stated in inch-pound units are to be regarded
as the standard. The values given in parentheses are for
informational purposes only.
NOTE 1—There are no ISO standards covering the primary subject
matter of this practice.
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 appro-
priate safety and health practices and determine the applica-
bility of regulatory limitations prior to use.
2. Referenced Documents
2.1 ASTM Standards:
D 543 Test Method of Resistance of Plastics to Chemical
2
Reagents
2
D 638 Test Method for Tensile Properties of Plastics
FIG. 1 Cured-in-Place Pipe Installation Methods
D 790 Test Methods for Flexural Properties of Unreinforced
and Reinforced Plastics and Electrical Insulating Materi-
2
als
D 1682 Test Method for Breaking Load and Elongation of
D 903 Test Method for Peel or Stripping Strength of Adhe-
4
Textile Fabrics
3
sive Bonds
D 3039 Test Method for Tensile Properties of Polymer
D 1600 Terminology for Abbreviated Terms Relating to
5
Matrix Composite Materials
2
Plastics
D 3567 Practice for Determining Dimensions of Reinforced
6
Thermosetting Resin Pipe (RTRP) and Fittings
1
This practice is under the jurisdiction of ASTM Committee F-17 on Plastic
Piping Systems and is the direct responsibility of Subcommittee F17.67 on
Trenchless Plastic Pipeline Technology.
4
Current edition approved Nov. 10, 1996. Published May 1997. Annual Book of ASTM Standards, Vol 07.01.
2 5
Annual Book of ASTM Standards, Vol 08.01. Annual Book of ASTM Standards, Vol 15.03.
3 6
Annual Book of ASTM Standards, Vol 15.06. Annual Book of ASTM Standards, Vol 08.04.
1

---------------------- Page: 1 ----------------------
NOTICE:¬This¬standard¬has¬either¬been¬superceded¬and¬replaced¬by¬a¬new¬version¬or¬discontinued.¬
Contact¬ASTM¬International¬(www.astm.org)¬for¬the¬latest¬information.¬
F 1743
D 4814 Specification for Automotive Spark—Ignition En- specific job conditions.
7
gine Fuel
5. Recommended Materials and Manufacture
D 5813 Specification for Cured-in-Place Thermosetting
6
5.1 General—The resins, fabric tube, tube coatings, or other
Resin Sewer Pipe
6
materials, such as the permanent calibration hose when com-
F 412 Terminology Relating to Plastic Piping Systems
bined as a composite structure, shall produce CIPP that meets
F 1216 Practice for Rehabilitation of Existing Pipelines and
the requirements of this specification.
Conduits by the Inversion and Curing of a Resin-
6
5.2 CIPP Wall Composition—The wall shall consist of a
Impregnated Tube
plastic coated fabric tube filled with a thermosetting (cross-
2.2 AWWA Standard:
8
linked) resin, and if used, a filler.
M28 Manual on Cleaning and Lining Water Mains
5.2.1 Fabric Tube—The fabric tube should consist of one or
2.3 NASSCO Standard:
more layers of flexible needled felt, or equivalent, woven or
Recommended Specifications for Sewer Collection System
9
nonwoven material(s), or both, capable of carrying resin,
Rehabilitation
withstanding installation pressures, and curing temperatures.
NOTE 2—An ASTM specification for cured-in-place pipe materials
The material(s) of construction should be able to stretch to fit
appropriate for use in this practice is under preparation and will be
irregular pipe sections and negotiate bends. Longitudinal and
re
...

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1.1 This specification covers UNS N06002, UNS N06030, UNS N06035, UNS N06022, UNS N06200, UNS N10362, UNS N06230, UNS N06600, UNS N06617, UNS N06625, UNS N08020, UNS N08026, UNS N08024, UNS N08120, UNS N08926, UNS N08367, UNS N10242, UNS N10276, UNS N10665, UNS N10675, UNS N12160, UNS R20033, UNS N06059, UNS N06686, UNS N10629, UNS N08031, UNS N06045, UNS N06025, UNS N06699, and UNS R305562 billets and bars for reforging.  
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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  
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7.5  
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7.6  
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7.7
Note 1: Specific test methods are applicable only to certain types of joint fillers, as stated herein.  
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.  
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This specification covers asphalt plank used for bridge decks as well as for industrial floors. Asphalt planks shall be classified according to usage: Type Ia; Type Ib; and Type II. Asphalt plank shall be formed from a mixture of asphalt, fibers, modifiers, or a combination thereof, and mineral filler in such a manner as to produce a uniformly dense mass. The following test methods shall be intended to measure those attributes necessary to measure the ability of asphalt plank to provide a reasonably long and satisfactory service: absorption; brittleness; dimensions; and hardness.
SCOPE
1.1 This specification covers asphalt plank used for bridge decks as well as for industrial floors.  
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