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ASTM F1698-96

(Practice)

Standard Practice for Installation of Poly(Vinyl Chloride)(PVC) Profile Strip Liner and Cementitious Grout for Rehabilitation of Existing Man-Entry Sewers and Conduits

Standard Practice for Installation of Poly(Vinyl Chloride)(PVC) Profile Strip Liner and Cementitious Grout for Rehabilitation of Existing Man-Entry Sewers and Conduits

SCOPE
1.1 This practice describes the procedures for the rehabilitation of sewer lines and conduits by the installation of a field-fabricated PVC liner. After installation of the liner, cementitious grout is injected into the annular space between the liner and the existing sewer or conduit. The rehabilitation of the host structure by this installation practice results in a rigid composite structure (PVC/grout/existing pipe). This rehabilitation process may be used in a variety of gravity applications, such as sanitary sewers, storm sewers, and process piping of man-entry sizes (36 to 144 in. vertical dimension). The profile strips used for field fabrication of PVC liners are supplied in coils for spiral winding of the liner or in custom-cut flat panels for circumferential lining of all or any portion of the circumference of the host conduit (see Figs. 1 and 2).  
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. Particular attention is drawn to those safety regulations and requirements involving entering into and working in confined spaces.

General Information

Status
Historical
Publication Date
31-Dec-1995
ICS
23.040.20 - Plastics pipes
83.080.20 - Thermoplastic materials
Technical Committee
F17 - Plastic Piping Systems
Drafting Committee
F17.67 - Trenchless Plastic Pipeline Technology
Current Stage
Ref Project

Relations

Replaced By
ASTM F1698-02 - Standard Practice for Installation of Poly(Vinyl Chloride)(PVC) Profile Strip Liner and Cementitious Grout for Rehabilitation of Existing Man-Entry Sewers and Conduits
Effective Date
10-Sep-2002

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ASTM F1698-96 - Standard Practice for Installation of Poly(Vinyl Chloride)(PVC) Profile Strip Liner and Cementitious Grout for Rehabilitation of Existing Man-Entry Sewers and ConduitsASTM F1698-96 - Standard Practice for Installation of Poly(Vinyl Chloride)(PVC) Profile Strip Liner and Cementitious Grout for Rehabilitation of Existing Man-Entry Sewers and Conduits
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ASTM F1698-96 - Standard Practice for Installation of Poly(Vinyl Chloride)(PVC) Profile Strip Liner and Cementitious Grout for Rehabilitation of Existing Man-Entry Sewers and Conduits
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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 1698 – 96 An American National Standard
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
Installation of Poly(Vinyl Chloride)(PVC) Profile Strip Liner
and Cementitious Grout for Rehabilitation of Existing Man-
1
Entry Sewers and Conduits
This standard is issued under the fixed designation F 1698; 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 1600 Terminology for Abbreviated Terms Relating to
4
Plastics
1.1 This practice describes the procedures for the rehabili-
D 1784 Specification for Rigid Poly(Vinyl Chloride) (PVC)
tation of sewer lines and conduits by the installation of a
Compounds and Chlorinated Poly(Vinyl Chloride)
field-fabricated PVC liner. After installation of the liner,
4
(CPVC) Compounds
cementitious grout is injected into the annular space between
5
F 412 Terminology Relating to Plastic Piping Systems
the liner and the existing sewer or conduit. The rehabilitation of
2.2 NASSCO Standard:
the host structure by this installation practice results in a rigid
Specification Guidelines for Sewer Collection System Main-
composite structure (PVC/grout/existing pipe). This rehabilita-
6
tenance and Rehabilitation
tion process may be used in a variety of gravity applications,
such as sanitary sewers, storm sewers and process piping of
3. Terminology
man-entry sizes (36 to 144 in. in vertical dimension). The
profile strips used for field fabrication of PVC liners are
3.1 General—Definitions are in accordance with Termi-
supplied in coils for spiral winding of the liner or in custom-cut
nologies D 883 and F 412. Abbreviations are in accordance
flat panels for circumferential lining of all or any portion of the
with Terminology D 1600, unless otherwise indicated.
circumference of the host conduit (see Figs. 1 and 2).
3.2 Descriptions of Terms Specific to This Standard:
1.2 The values in parentheses are provided for information
3.2.1 extruded PVC joiner strip—a companion product to
purposes only.
the profile former strip of such configuration as to provide the
1.3 This standard does not purport to address all of the locking mechanism at the edges of the former strips; the joiner
safety concerns, if any, associated with its use. It is the strip contains within it a coextruded flexible PVC seal which
responsibility of the user of this standard to establish appro- forms a compression seal when mated with the edges of the
priate safety and health practices and determine the applica- former strips.
bility of regulatory limitations prior to use. Particular attention 3.2.2 extruded PVC profile former strip—a product, avail-
is drawn to those safety regulations and requirements involving
able in various sizes, consisting of a smooth inner surface and
entering into and working in confined spaces. a ribbed outer surface (profile) with edge configurations to
allow mechanical locking of adjacent strips.
2. Referenced Documents
3.2.3 PVC liner—a product field fabricated from extruded
PVC profile strip into a shape substantially conforming to the
2.1 ASTM Standards:
shape of the existing pipe or conduit, for example, circular,
C 39 Test Method for Compressive Strength of Cylindrical
2
oval, ovoid, and so forth (see Fig. 1).
Concrete Specimens
3.2.4 production run—a continuous extrusion of a given
C 969 Practice for Infiltration and Exfiltration Acceptance
3
profile type.
Testing of Installed Precast Concrete Pipe Sewer Lines
D 790 Test Method for Flexural Properties of Unreinforced
4. Significance and Use
and Reinforced Plastics and Electrical Insulating Materi-
4
als
4.1 This practice is for use by designers and specifiers,
4
D 883 Terminology Relating to Plastics
regulatory agencies, owners, and inspection organizations in-
volved in the rehabilitation of non-pressure sewers and con-
duits. As for any practice, modifications may be required for
1
This practice is under the jurisdiction of ASTM Committee F-17 on Plastic
specific job conditions.
Piping Systems and is the direct responsibility of Subcommittee F17.67on Trench-
less Plastic Pipeline Technology.
Current edition approved March 10, 1996. Published May 1996.
2 5
Annual Book of ASTM Standards, Vol 04.02. Annual Book of ASTM Standards, Vol 08.04.
3 6
Annual Book of ASTM Standards, Vol 04.05. Available from NASSCO National Assoc. of Sewer Service Companies
4
Annual Book of ASTM Standards, Vol 08.01. (NASSCO), 140 Circle Dr., Suite 103, Maitland, FL 32751.
1

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NOTICE:
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This specification covers the requirements and test methods for materials, dimensions, workmanship, stiffness factor, extrusion quality, and test procedures for extruded poly(vinyl chloride) (PVC) profile strips used for machine-made field fabrication of spirally wound pipe liners in the rehabilitation of a variety of existing pipelines and conduits including sanitary sewers, storm water sewers, process flow piping, and non-circular pipelines (such as arched or oval shapes and rectangular shapes) under gravity flow conditions. Certification, packaging, and product marking for quality assurance are also considered.
SIGNIFICANCE AND USE
9.1 The requirements of this specification are intended to provide extruded PVC profile strip suitable for the field fabrication of spirally wound liner pipe for the rehabilitation of existing pipelines and conduits conveying sewage, process flow, and storm water under gravity flowconditions.
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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.  
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, health, and environmental 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.  
1.4 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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