ASTM F1741-02ae1

Standard Practice for Installation of Machine Spiral Wound Poly (Vinyl Chloride) (PVC) Liner Pipe for Rehabilitation of Existing Sewers and Conduits

SCOPE
1.1 This practice describes the procedures for the rehabilitation of sewer lines and conduits by the insertion of a machine-made field-fabricated spiral wound liner pipe into an existing pipeline. For existing pipelines 6 to 48 in., after insertion, the spiral wound liner pipe is expanded until it presses against the interior surface of the existing pipeline. Alternatively, for existing pipelines 6 to 108 in. in diameter, the spiral wound liner pipe is inserted as a fixed diameter into the existing pipeline and is not expanded, and the annular space between the spiral wound liner pipe and the existing pipe is grouted. This rehabilitation process can be used in a variety of gravity applications such as sanitary sewers, storm sewers, culverts, and process piping.
1.2 The values in parentheses are provided for information purposes only.
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.
1.3.1 Particular attention is drawn to those safety regulations and requirements involving entering into and working in confined spaces.

General Information

• Status: Historical
• Publication Date: 09-Sep-2002
• ICS: 23.040.20 - Plastics pipes
• ICS: 83.080.20 - Thermoplastic materials
• Technical Committee: F17 - Plastic Piping Systems
• Drafting Committee: F17.67 - Trenchless Plastic Pipeline Technology

Relations

• Replaces: ASTM F1741-02a - Standard Practice for Installation of Machine Spiral Wound Poly (Vinyl Chloride) (PVC) Liner Pipe for Rehabilitation of Existing Sewers and Conduits
• Effective Date: 10-Sep-2002
• Replaced By: ASTM F1741-05 - Standard Practice for Installation of Machine Spiral Wound Poly (Vinyl Chloride) (PVC) Liner Pipe for Rehabilitation of Existing Sewers and Conduits
• Effective Date: 15-Aug-2005
• Referred By: ASTM F1697-18 - Standard Specification for Poly(Vinyl Chloride) (PVC) Profile Strip for Machine Spiral-Wound Liner Pipe Rehabilitation of Existing Sewers and Conduit
• Effective Date: 10-Sep-2002

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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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
e1
Designation: F 1741 – 02a
Standard Practice for
Installation of Machine Spiral Wound Poly (Vinyl Chloride)
(PVC) Liner Pipe for Rehabilitation of Existing Sewers and
1
Conduits
This standard is issued under the fixed designation F 1741; 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 (e) indicates an editorial change since the last revision or reapproval.
1
e NOTE—Fig 4 was editorially corrected in August 2005.
1. Scope D1600 Terminology for Abbreviated Terms Relating to
Plastics
1.1 This practice describes the procedures for the rehabili-
D 1784 Specification for Rigid Poly (Vinyl Chloride)
tation of sewer lines and conduits by the insertion of a
(PVC) Compounds and Chlorinated Poly (Vinyl Chloride)
machine-made field-fabricated spiral wound liner pipe into an
(CPVC) Compounds
existing pipeline. For existing pipelines 6 to 48 in., after
F412 Terminology Relating To Plastic Piping Systems
insertion, the spiral wound liner pipe is expanded until it
F1417 Test Method for Installation Acceptance of Plastic
presses against the interior surface of the existing pipeline.
Gravity Sewer Lines Using Low-Pressure Air
Alternatively,forexistingpipelines6to108in.indiameter,the
F1697 Specification for Poly (Vinyl Chloride) (PVC) Pro-
spiral wound liner pipe is inserted as a fixed diameter into the
file Strip for Machine Spiral Wound Liner Pipe Rehabili-
existing pipeline and is not expanded, and the annular space
tation of Existing Sewers and Conduit
between the spiral wound liner pipe and the existing pipe is
2.2 NASSCO Standard:
grouted. This rehabilitation process can be used in a variety of
Recommended Specifications for Sewer Collection System
gravity applications such as sanitary sewers, storm sewers,
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Rehabilitation
culverts, and process piping.
2.3 Uni-Bell Standard:
1.2 The values in parentheses are provided for information
UNI-B-5-89 Recommended Practice for the Installation of
purposes only.
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PVC Sewer Pipe
1.3 This standard does not purport to address all of the
safety concerns, if any, associated with its use. It is the
3. Terminology
responsibility of the user of this standard to establish appro-
3.1 General—Definitions are in accordance with Termi-
priate safety and health practices and determine the applica-
nologies D883 and F412. Abbreviations are in accordance
bility of regulatory limitations prior to use.
with Terminology D1600, unless otherwise indicated.
1.3.1 Particular attention is drawn to those safety regula-
3.2 Definitions of Terms Specific to This Standard:
tions and requirements involving entering into and working in
3.2.1 extruded PVC profile strip—a product available in
confined spaces.
various widths, consisting of a smooth inside surface and a
2. Referenced Documents ribbedoutersurfacewithmechanicallylockedmaleandfemale
2
edges which are self interlocking, or separate locking strips
2.1 ASTM Standards:
which serve the same purpose (Table 1 and Fig. 1).
C39/C39M Test Method for Compressive Strength of Cy-
3.2.2 insertion point—an existing manhole, existing access
lindrical Concrete Specimens
shaft,orexcavatedpitthatservesasthepointwhereawinding
D883 Terminology Relating to Plastics
machine field fabricates the spiral wound liner pipe and
simultaneously inserts the spiral wound liner pipe into the
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This practice is under the jurisdiction of ASTM Committee F17 on Plastic
existing pipeline.
Piping Systems and is the direct responsibility of Subcommittee F17.67 on
3.2.3 production run—a continuous extrusion of a given
Trenchless Plastic Pipeline Technology.
profile type.
Current edition approved Sept. 10, 2002. Published February 2003. Originally
approved in 1996. Last previous edition approved in 2002 as E1741–02.
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For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM
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Standards volume information, refer to the standard’s Document Summary page on Available from NASSCO, 140 Circle Drive, Suite 103, Maitland, FL 32751.
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the ASTM website. Available from Uni-Bell, 2655Villa Creek Drive, Suite 155, DallasTX 75234.
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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.
e1
F 1741 – 02a
TABLE 1 Typical Profile Strip Moments of Inhertia and Stiffness Factors
C
Moment of Inertia, I Depth to Neutral Axis, y¯ Minimum Height, H Profile Area Minimum Stiffness Factor, EI
AB
...