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

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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 . 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.

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Publication Date
09-Jul-1998
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ASTM F1871-98e2 - Standard Specification for Folder/Formed Poly (Vinyl Chloride) Pipe Type A for Existing Sewer and Conduit Rehabilitation
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NOTICE: This standard has either been superceded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
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Designation: F 1871 – 98
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
e NOTE—Sections 6.1 and 15.2.3 and Table 1 were editorially updated in July 2002.
2
e NOTE—Section 17 was editorially updated in December 2002.
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-
PVC pipe is installed into and then expanded to provide a close
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 minology D 1600, unless otherwise specified. The abbreviation
2
Under Flexural Load for poly(vinyl chloride) plastics is PVC.
3.1.1 The term TYPE A is 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
3
Plastic Pipline Technology. Annual Book of ASTM Standards, Vol 08.04.
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Current edition approved July 10, 1998. Published September 1998. Available from Standardization Documents Order Desk, Bldg. 4 Section D, 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.
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NOTICE: This standard has either been superceded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
e2
F1871–98
value for modulus in tension as listed in 6.1 and a maximum job conditions to establish a project specification.
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