ASTM F1741-01

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, 6 to 48 in. in diameter, by the insertion of a machine-made field-fabricated spiral wound liner pipe into an existing pipeline. After insertion, the spiral wound liner pipe is expanded until it presses against the interior surface of the existing pipeline, or, alternatively, 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-Jan-2002
• Technical Committee: F17 - Plastic Piping Systems
• Drafting Committee: F17.67 - Trenchless Plastic Pipeline Technology

Relations

• Replaces: ASTM F1741-96 - Standard Practice for Installation of Machine Spiral Wound Poly (Vinyl Chloride) (PVC) Liner Pipe for Rehabilitation of Existing Sewers and Conduits
• Effective Date: 10-Jan-2002
• Replaced By: ASTM F1741-01e1 - Standard Practice for Installation of Machine Spiral Wound Poly (Vinyl Chloride) (PVC) Liner Pipe for Rehabilitation of Existing Sewers and Conduits
• Effective Date: 10-Jan-2002
• 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-Jan-2002

Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
Designation: F 1741 – 01
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. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (e) indicates an editorial change since the last revision or reapproval.
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1. Scope F 412 Terminology Relating To Plastic Piping Systems
F 1417 Test Method for Installation Acceptance of Plastic
1.1 This practice describes the procedures for the rehabili-
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Gravity Sewer Lines Using Low-Pressure Air
tation of sewer lines and conduits, 6 to 48 in. in diameter, by
F 1697 Specification for Poly (Vinyl Chloride) (PVC) Pro-
the insertion of a machine-made field-fabricated spiral wound
file Strip for Machine Spiral Wound Liner Pipe Rehabili-
liner pipe into an existing pipeline. After insertion, the spiral
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tation of Existing Sewers and Conduit
wound liner pipe is expanded until it presses against the
2.2 NASSCO Standard:
interior surface of the existing pipeline, or, alternatively, the
Recommended Specifications for Sewer Collection System
spiral wound liner pipe is inserted as a fixed diameter into the
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Rehabilitation
existing pipeline and is not expanded, and the annular space
2.3 Uni-Bell Standard:
between the spiral wound liner pipe and the existing pipe is
UNI-B-5-89 Recommended Practice for the Installation of
grouted. This rehabilitation process can be used in a variety of
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PVC Sewer Pipe
gravity applications such as sanitary sewers, storm sewers,
culverts, and process piping.
3. Terminology
1.2 The values in parentheses are provided for information
3.1 General—Definitions are in accordance with Termi-
purposes only.
nologies D 883 and F 412. Abbreviations are in accordance
1.3 This standard does not purport to address all of the
with Terminology D 1600, unless otherwise indicated.
safety concerns, if any, associated with its use. It is the
3.2 Definitions of Terms Specific to This Standard:
responsibility of the user of this standard to establish appro-
3.2.1 extruded PVC profile strip—a product available in
priate safety and health practices and determine the applica-
various widths, consisting of a smooth inside surface and a
bility of regulatory limitations prior to use.
ribbed outer surface with mechanically locked male and female
1.3.1 Particular attention is drawn to those safety regula-
edges which are self interlocking, or separate locking strips
tions and requirements involving entering into and working in
which serve the same purpose (Table 1 and Fig. 1).
confined spaces.
3.2.2 insertion point—an existing manhole, existing access
2. Referenced Documents shaft, or excavated pit that serves as the point where a winding
machine field fabricates the spiral wound liner pipe and
2.1 ASTM Standards:
simultaneously inserts the spiral wound liner pipe into the
C 39 Test Method for Compressive Strength of Cylindrical
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existing pipeline.
Concrete Specimens
3 3.2.3 production run—a continuous extrusion of a given
D 883 Terminology Relating to Plastics
profile type.
D 1600 Terminology for Abbreviated Terms Relating to
3 3.2.4 spiral wound liner pipe—a product field fabricated
Plastics
from extruded PVC profile strip to a round shape (see Fig. 2).
D 1784 Specification for Rigid Poly (Vinyl Chloride)
3.2.5 termination point—an existing manhole, existing ac-
(PVC) Compounds and Chlorinated Poly (Vinyl Chloride)
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cess shaft, or an excavated pit that serves as the point of exit of
(CPVC) Compounds
the spiral wound liner pipe from the existing pipe.
4. Significance and Use
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This practice is under the jurisdiction of ASTM Committee F17 on Plastic
4.1 This practice is for use by designers and specifiers,
Piping Systems and is the direct responsibility of Subcommittee F17.67 on
Trenchless Plastic Pipeline Technology.
Current edition approved May 10, 2001. Published August 2001. Originally
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published as F 1741–96. Last previous edition E1741–96. Annual Book of ASTM Standards, Vol 08.04.
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Annual Book of ASTM Standards, Vol 04.07. Available from NASSCO, 140 Circle Drive, Suite 103, Maitland, FL 32751.
3 6
Annual Book of ASTM Standards, Vol 08.01. Available from Uni-Bell, 2655 Villa Creek Drive, Suite 155, Dallas TX 75234.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
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F 1741
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
Profile Type
4 4 2 2 3 2 3
...