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ASTM F1871-02

(Specification)

Standard Specification for Folder/Formed Poly (Vinyl Chloride) Pipe Type A for Existing Sewer and Conduit Rehabilitation

Standard Specification for Folder/Formed Poly (Vinyl Chloride) Pipe Type A for Existing Sewer and Conduit Rehabilitation

SCOPE
1.1 This specification covers requirements and test methods for materials, dimensions, workmanship, flattening resistance, impact resistance, pipe stiffness, extrusion quality, and a form of marking for folded/formed poly (vinyl chloride) (PVC) pipe for existing sewer and conduit rehabilitation.
1.2 Pipe produced to this specification is for use in non-pressure sewer and conduit rehabilitation where the folded PVC pipe is installed into and then expanded to provide a close fit to the wall of the original conduit, forming a new structural pipe-within-a-pipe.
Note 1—For installation procedures refer to Practice F 1867.
1.3 This specification includes pipe made only from materials specified in Section 6. This specification does not include pipe manufactured from reprocessed, recycled, or reclaimed PVC.
1.4 The values stated in inch-pound units are to be regarded as the standard. The SI units given in parentheses are provided for information only.
1.5 The following precautionary statement pertains only to the test method portion, Section 11, 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 and health practices and determine the applicability of regulatory limitations prior to use.
1.6 There is no similar or equivalent ISO Standard.

General Information

Status
Historical
Publication Date
09-Sep-2002
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

Replaces
ASTM F1871-98e2 - Standard Specification for Folder/Formed Poly (Vinyl Chloride) Pipe Type A for Existing Sewer and Conduit Rehabilitation
Effective Date
10-Sep-2002
Replaced By
ASTM F1871-02e1 - Standard Specification for Folded/Formed Poly (Vinyl Chloride) Pipe Type A for Existing Sewer and Conduit Rehabilitation (Withdrawn 2011)
Effective Date
10-Sep-2002
Referred By
ASTM F1867-22 - Standard Practice for Installation of Folded/Formed Poly (Vinyl Chloride) (PVC) Pipe Type A for Existing Sewer and Conduit Rehabilitation
Effective Date
10-Sep-2002

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ASTM F1871-02 - Standard Specification for Folder/Formed Poly (Vinyl Chloride) Pipe Type A for Existing Sewer and Conduit RehabilitationASTM F1871-02 - Standard Specification for Folder/Formed Poly (Vinyl Chloride) Pipe Type A for Existing Sewer and Conduit Rehabilitation
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ASTM F1871-02 - Standard Specification for Folder/Formed Poly (Vinyl Chloride) Pipe Type A for Existing Sewer and Conduit Rehabilitation
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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
An American National Standard
Designation: F 1871 – 02
Standard Specification for
Folded/Formed Poly (Vinyl Chloride) Pipe Type A for
1
Existing Sewer and Conduit Rehabilitation
This standard is issued under the fixed designation F 1871; 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 790 Test Method for Flexural Properties of Unreinforced
and Reinforced Plastics and Electrical Insulating Materi-
1.1 This specification covers requirements and test methods
2
als
for materials, dimensions, workmanship, flattening resistance,
D 1600 Terminology for Abbreviated Terms Relating to
impact resistance, pipe stiffness, extrusion quality, and a form
2
Plastics
of marking for folded/formed poly (vinyl chloride) (PVC) pipe
D 1784 Specification for Rigid Poly(Vinyl Chloride) (PVC)
for existing sewer and conduit rehabilitation.
Compounds and Chlorinated Poly(Vinyl Chloride)
1.2 Pipe produced to this specification is for use in non-
2
(CPVC) Compounds
pressure sewer and conduit rehabilitation where the folded
D 2122 Test Method for Determining Dimensions of Ther-
PVCpipeisinstalledintoandthenexpandedtoprovideaclose
3
moplastic Pipe and Fittings
fit to the wall of the original conduit, forming a new structural
D 2152 Test Method for Adequacy of Fusion of Extruded
pipe-within-a-pipe.
Poly(Vinyl Chloride) (PVC) Pipe and Molded Fittings by
NOTE 1—For installation procedures refer to Practice F 1867. 3
Acetone Immersion
1.3 This specification includes pipe made only from mate- D 2412 Test Method for Determination of External Loading
3
rials specified in Section 6. This specification does not include Characteristics of Plastic Pipe by Parallel-Plate Loading
pipe manufactured from reprocessed, recycled, or reclaimed D 2444 Test Method for Determination of Impact Resis-
PVC. tance of Thermoplastic Pipe and Fittings by Means of a
3
1.4 The values stated in inch-pound units are to be regarded Tup (Falling Weight)
3
as the standard. The SI units given in parentheses are provided F 412 Terminology Relating to Plastic Piping Systems
for information only. F 1057 Practice for Estimating the Quality of Extruded
1.5 The following precautionary statement pertains only to Poly(Vinyl Chloride) (PVC) Pipe by Heat Reversion Tech-
3
the test method portion, Section 11, of this specification. This nique
standard does not purport to address all of the safety concerns, F 1867 Practice for Installation of Folded/Formed Poly
if any, associated with its use. It is the responsibility of the user (Vinyl Chloride) (PVC) Pipe Type A for Existing Sewer
3
of this standard to establish appropriate safety and health and Conduit Rehabilitation
4
practices and determine the applicability of regulatory limita- 2.2 Federal Standard:
tions prior to use. Fed. Std. No. 123 Marking for Shipment (Civil Agencies)
4
1.6 There is no similar or equivalent ISO Standard. 2.3 Military Standard:
MIL-STD-129 Marking for Shipment and Storage
2. Referenced Documents
3. Terminology
2.1 ASTM Standards:
2
D 618 Practice for Conditioning Plastics for Testing 3.1 Definitions: Definitions are in accordance with Termi-
2
D 638 Test Method for Tensile Properties of Plastics nology F 412, and abbreviations are in accordance with Ter-
D 648 Test Method for Deflection Temperature of Plastics minologyD 1600,unlessotherwisespecified.Theabbreviation
2
Under Flexural Load in the Edgewise Position for poly(vinyl chloride) plastics is PVC.
3.1.1 The term TYPEAis not an abbreviation, but rather an
arbitrary designation for PVC compounds with a minimum
1
This standard is under the jurisdiction of Committee F17 on Plastic Piping
Systems and is the direct responsibility of Subcommittee F17.67 on Trenchless
Plastic Pipline Technology.
3
Current edition approved Sept. 10, 2002. Published December 2002. Originally Annual Book of ASTM Standards, Vol 08.04.
e2 4
published as D1871–98. Last previous edition D1871–98 . AvailablefromStandardizationDocumentsOrderDesk,Bldg.4SectionD,700
2
Annual Book of ASTM Standards, Vol 08.01. Robbins Ave., Philadelphia, PA 19111–5094, Attn: NPODS.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
F1871–02
value for modulus in tension as listed in 6.1 and a maximum facturer of the product should be consulted for design and
value as defined by cell limit 1 of Specification D 1784. installation information. Industrial waste disposal lines should
3.2 Definitions of Terms Specific to This Standard: be installed only with the specific approval of the c
...

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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.  
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1.1 This specification covers pipe made from PVC compound that includes recycled PVC material. This specification covers requirements and test methods for materials, dimensions, workmanship, chemical resistance, and joint tightness of poly(vinyl chloride) (PVC) sewer and drain pipe. Four-inch perforated pipe is also covered; the joint tightness test is not applicable for this product. A form of marking to indicate compliance with this specification is also included.  
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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.
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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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1.1 This specification covers requirements and test methods for materials, dimensions, workmanship, stiffness factor, extrusion quality, and a form of marking 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 gravity applications such as sanitary sewers, storm sewers, and process piping in diameters of 6 to 180 in. and for similar sizes of non-circular pipelines such as arched or oval shapes and rectangular shapes.  
1.2 Profile strip produced to this specification is for use in field fabrication of spirally wound liner pipes in nonpressure sewer and conduit rehabilitation, where the spirally wound liner pipe is expanded until it presses against the interior surface of the existing sewer or conduit, or, alternatively, where the spirally wound liner pipe is inserted as a fixed diameter into the existing sewer or conduit and the annular space between the liner pipe and the existing sewer or conduit is grouted.  
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1.4 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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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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