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ASTM F2984-13

(Specification)

Standard Specification for Segmental Panel System for the Grout-in-Place-Liner (GIPL) Rehabilitation Method of Existing Man-Entry Size Sewers, Culverts, and Conduits

Standard Specification for Segmental Panel System for the Grout-in-Place-Liner (GIPL) Rehabilitation Method of Existing Man-Entry Size Sewers, Culverts, and Conduits

ABSTRACT
This specification establishes the requirements and test methods for the materials, dimensions, workmanship, and finished quality of injection molded polyvinyl chloride (PVC) profile sections used for the field fabrication of a PVC liner inside existing man-entry size circular and non-circular sewers; circular, non-circular, and box culverts, conduits, and vertical shafts or manholes having dimensions of 39.4 in. and larger (1000 mm and larger). It covers segmental panel system for non-pressure applications where the PVC liner is installed in the existing structure and the annular space between the liner and the existing structure is grouted with a low viscosity, high strength cementitious grout.
SCOPE
1.1 This specification covers the requirements and test methods for the materials, dimensions, workmanship, and finished quality of injection molded poly vinyl chloride (PVC) profile sections used for the field fabrication of a PVC liner inside existing man-entry size circular and non-circular sewers; circular, non-circular, and box culverts, conduits, and vertical shafts or manholes having dimensions of 39.4 in. and larger (1000 mm and larger).  
1.2 The segmental panel system produced under this specification is for non-pressure applications where the PVC liner is installed in the existing structure and the annular space between the liner and the existing structure is grouted with a low viscosity, high strength cementitious grout.  
1.3 Units—The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.  
1.4 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
30-Nov-2013
ICS
23.040.01 - Pipeline components and pipelines in general
Technical Committee
F17 - Plastic Piping Systems
Drafting Committee
F17.67 - Trenchless Plastic Pipeline Technology
Current Stage
Ref Project

Relations

Replaced By
ASTM F2984-13(2019) - Standard Specification for Segmental Panel System for the Grout-in-Place-Liner (GIPL) Rehabilitation Method of Existing Man-Entry Size Sewers, Culverts, and Conduits
Effective Date
01-Apr-2019
Referred By
ASTM F2985-14(2019) - Standard Practice for Installation of a PVC Segmental Panel Liner System in Man-Entry Size Sewers and Conduits
Effective Date
01-Dec-2013

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ASTM F2984-13 - Standard Specification for Segmental Panel System for the Grout-in-Place-Liner (GIPL) Rehabilitation Method of Existing Man-Entry Size Sewers, Culverts, and ConduitsASTM F2984-13 - Standard Specification for Segmental Panel System for the Grout-in-Place-Liner (GIPL) Rehabilitation Method of Existing Man-Entry Size Sewers, Culverts, and Conduits
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ASTM F2984-13 - Standard Specification for Segmental Panel System for the Grout-in-Place-Liner (GIPL) Rehabilitation Method of Existing Man-Entry Size Sewers, Culverts, 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:F2984 −13
Standard Specification for
Segmental Panel System for the Grout-in-Place-Liner (GIPL)
Rehabilitation Method of Existing Man-Entry Size Sewers,
1
Culverts, and Conduits
This standard is issued under the fixed designation F2984; 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 (´) indicates an editorial change since the last revision or reapproval.
1. Scope D1784 Specification for Rigid Poly(Vinyl Chloride) (PVC)
Compounds and Chlorinated Poly(Vinyl Chloride)
1.1 This specification covers the requirements and test
(CPVC) Compounds
methods for the materials, dimensions, workmanship, and
D2122 Test Method for Determining Dimensions of Ther-
finished quality of injection molded poly vinyl chloride (PVC)
moplastic Pipe and Fittings
profile sections used for the field fabrication of a PVC liner
D2152 Test Method for Adequacy of Fusion of Extruded
insideexistingman-entrysizecircularandnon-circularsewers;
Poly(Vinyl Chloride) (PVC) Pipe and Molded Fittings by
circular, non-circular, and box culverts, conduits, and vertical
Acetone Immersion
shafts or manholes having dimensions of 39.4 in. and larger
F412 Terminology Relating to Plastic Piping Systems
(1000 mm and larger).
G195 Guide for Conducting Wear Tests Using a Rotary
1.2 The segmental panel system produced under this speci-
Platform Abraser
fication is for non-pressure applications where the PVC liner is
installed in the existing structure and the annular space
3. Terminology
between the liner and the existing structure is grouted with a
3.1 General—Definitions are in accordance with Terminol-
low viscosity, high strength cementitious grout.
ogy D883 and Terminology F412. Abbreviations are in accor-
1.3 Units—The values stated in either SI units or inch-
dance with Terminology D1600, unless otherwise indicated.
pound units are to be regarded separately as standard. The
3.2 Definitions of Terms Specific to This Standard:
values stated in each system may not be exact equivalents;
3.2.1 See Fig. 1 to clarify terminology.
therefore, each system shall be used independently of the other.
3.2.2 PVC liner, n—a tubular assembly field fabricated from
Combining values from the two systems may result in non-
injection molded PVC profile wall segments which are as-
conformance with the standard.
sembled into rings which are subsequently joined together
1.4 This standard does not purport to address all of the
which substantially conforms to the shape of the inner surface
safety concerns, if any, associated with its use. It is the
of the existing pipe structure or conduit over some portion of
responsibility of the user of this standard to establish appro-
or its entire inner circumference.
priate safety and health practices and determine the applica-
bility of regulatory limitations prior to use. 3.2.3 PVC segmental panels, n—an element available in
various geometries, consisting of a smooth inner surface and a
2. Referenced Documents
ribbed outer surface (profile) with edge configurations to allow
2
2.1 ASTM Standards: mechanical locking and sealing with adjacent panels.
D618 Practice for Conditioning Plastics for Testing
D883 Terminology Relating to Plastics
4. Materials and Manufacture
D1600 Terminology forAbbreviatedTerms Relating to Plas-
4.1 The molded panel segments shall be made from a PVC
tics
compound meeting all of the requirements for a cell classifi-
cation of 12344 or higher as defined in Specification D1784.
1
This test method is under the jurisdiction of ASTM Committee F17 on Plastic
Piping Systems and is the direct responsibility of Subcommittee F17.67 on
4.2 The sealant material shall be a polyurethane, mono-
Trenchless Plastic Pipeline Technology.
liquid, moisture setting type flexible gasket that can be applied
Current edition approved Dec. 1, 2013. Published January 2014. DOI: 10.1520/
to the grooved mating faces of the segmental pieces prior to
F2984-13.
2
assembly.
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
4.3 The connecting hardware (connecting screw rods, nuts,
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. and bolts) shall be made of a low carbon, general purpose steel
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
F2984−13
FIG. 1Segmental Panel System Features
FIG. 2Details of Fastening the Panel Segments into Rings and the Rings into the Tubular Shell
meeting the SAE designation 1020 that has uni-chrome plating 5.2 Flexibility o
...

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This specification establishes the requirements and test methods for the materials, dimensions, workmanship, and finished quality of injection molded polyvinyl chloride (PVC) profile sections used for the field fabrication of a PVC liner inside existing man-entry size circular and non-circular sewers; circular, non-circular, and box culverts, conduits, and vertical shafts or manholes having dimensions of 39.4 in. and larger (1000 mm and larger). It covers segmental panel system for non-pressure applications where the PVC liner is installed in the existing structure and the annular space between the liner and the existing structure is grouted with a low viscosity, high strength cementitious grout.
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1.1 This specification covers a group of common requirements that shall apply to steel flanges, forged fittings, valves, and parts for piping applications under any of the following individual product specifications:    
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1.3 By mutual agreement between the purchaser and the supplier, additional requirements may be specified (see Section 4.1.2). The acceptance of any such additional requirements shall be dependent on negotiations with the supplier and must be included in the order as agreed upon between the purchaser and supplier.  
1.4 The values stated in either SI units or inch-pound units are to be regarded separately as standard. Within the text and the tables, the SI units are shown in brackets. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard. The inch-pound units shall apply, unless the “M” designation (SI) of the product specification is specified in the order.  
1.5 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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1.2 The text of this specification references notes, footnotes, and appendixes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the specification.
Note 1: Suggested hydrostatic design stresses and hydrostatic pressure ratings for tubing and fittings are listed in Appendix X1. UV labeling guidelines are provided in Appendix X2. Design, assembly, and installation considerations are provided in Appendix X3. An optional performance qualification and an in-plant quality control program are recommended in Appendix X4.  
1.3 Units—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.  
1.4 The following safety hazards caveat pertains only to the test methods portion, Section 7, of this specification. 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.  
1.5 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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ASTM
ASTM C828-23(Test Method)
Standard Test Method for Low-Pressure Air Test of Vitrified Clay Pipe Lines

ABSTRACT
This test method contains procedures using low-pressure air for testing the integrity of installed vitrified clay pipe lines such as gravity-flow sewer pipes. The procedures detailed here should be performed on lines after adequately and properly plugging and bracing connection laterals, if any, and after the trenches are backfilled for a sufficient time. This test method can also be used as a preliminary test to demonstrate the condition of the line prior to backfill and further construction activities.
SCOPE
1.1 This test method defines procedures for testing vitrified clay pipe lines, using low-pressure air, to demonstrate the integrity of the installed line. Refer to Practice C12.  
1.2 This test method shall be performed on lines after connection laterals, if any, have been plugged and braced adequately to withstand the test pressure, and after the trenches have been backfilled for a sufficient time to generate a significant portion of the ultimate trench load on the pipe line. The time between completion of the backfill operation and low-pressure air testing shall be determined by the approving authority.  
1.3 This test method may also be used as a preliminary test, which enables the installer to demonstrate the condition of the line prior to backfill and further construction activities.  
1.4 This test method is suitable for testing gravity-flow sewer pipe constructed of vitrified clay or combinations of clay and other pipe materials.  
1.5 Terminology C896 is to be used for clarification of terminology in this test method.  
1.6 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.  
1.7 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.  
1.8 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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