ASTM F1735-02(2008)
(Specification)Standard Specification for Poly (Vinyl Chloride)(PVC) Profile Strip for PVC Liners for Rehabilitation of Existing Man-Entry Sewers and Conduits
Standard Specification for Poly (Vinyl Chloride)(PVC) Profile Strip for PVC Liners for Rehabilitation of Existing Man-Entry Sewers and Conduits
ABSTRACT
This specification covers the requirements and test methods for materials, dimensions, workmanship, extrusion quality, and form of marking for extruded poly(vinyl chloride) (PVC) profile strips used for field fabrication of PVC liners for existing man-entry sewer and conduit rehabilitation. The strips shall be subjected to acetone immersion, elasticity, and hydrostatic pressure tests in the standard laboratory atmosphere under specific temperature and relative humidity conditions to determine conformance to extrusion quality, flexural rigidity, and joint leakage requirements, respectively. The extruded profile strips shall be homogeneous throughout and free from visible cracks, holes, foreign inclusions, or other injurious defects and shall be as uniform as commercially practical in color, opacity, density, and other physical properties.
SCOPE
1.1 This specification covers requirements and test methods for materials, dimensions, workmanship, extrusion quality, and a form of marking for extruded poly (vinyl chloride)(PVC) profile strips used for field fabrication of PVC liners for existing man-entry (36 to 144 in. (900 to 3650 mm) in vertical dimension) sewer and conduit rehabilitation.
1.2 Profile strip produced to this specification is for use in field fabrication of PVC liners in non-pressure pipe and conduit rehabilitation where the liner is installed into the existing sewer or conduit and the annular space between the liner and the existing sewer or conduit is grouted with cementitious grout.
Note 1—The practice for the installation of PVC liner covered by this specification is Practice F 1698.
1.3 This specification includes extruded profile strips made only from materials specified in 6.1.
1.4 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.
1.5 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.
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An American National Standard
Designation: F1735 – 02 (Reapproved 2008)
Standard Specification for
Poly (Vinyl Chloride)(PVC) Profile Strip for PVC Liners for
Rehabilitation of Existing Man-Entry Sewers and Conduits
This standard is issued under the fixed designation F1735; 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 requirements and test methods
(CPVC) Compounds
for materials, dimensions, workmanship, extrusion quality, and
D2122 Test Method for Determining Dimensions of Ther-
a form of marking for extruded poly (vinyl chloride)(PVC)
moplastic Pipe and Fittings
profile strips used for field fabrication of PVC liners for
D2152 Test Method for Adequacy of Fusion of Extruded
existing man-entry (36 to 144 in. (900 to 3650 mm) in vertical
Poly(Vinyl Chloride) (PVC) Pipe and Molded Fittings by
dimension) sewer and conduit rehabilitation.
Acetone Immersion
1.2 Profile strip produced to this specification is for use in
D2240 Test Method for Rubber Property—Durometer
fieldfabricationofPVClinersinnon-pressurepipeandconduit
Hardness
rehabilitationwherethelinerisinstalledintotheexistingsewer
F412 Terminology Relating to Plastic Piping Systems
or conduit and the annular space between the liner and the
F1698 Practice for Installation of Poly(Vinyl Chlo-
existing sewer or conduit is grouted with cementitious grout.
ride)(PVC) Profile Strip Liner and Cementitious Grout for
NOTE 1—The practice for the installation of PVC liner covered by this
Rehabilitation of Existing Man-Entry Sewers and Conduits
specification is Practice F1698.
2.2 Federal Standard:
1.3 This specification includes extruded profile strips made
Federal Standard No. 123 Marking For Shipment (Civil
only from materials specified in 6.1.
Agencies)
1.4 The values stated in inch-pound units are to be regarded
2.3 Military Standard:
as the standard. The values given in parentheses are for
MIL-STD-129 Marking for Shipment and Storage
information only.
3. Terminology
1.5 This standard does not purport to address all of the
safety concerns, if any, associated with its use. It is the
3.1 General—Definitions are in accordance with Terminol-
responsibility of the user of this standard to establish appro-
ogy D883 and Terminology F412. Abbreviations are in accor-
priate safety and health practices and determine the applica-
dance with Terminology D1600, unless otherwise indicated.
bility of regulatory limitations prior to use.
3.2 Definitions of Terms Specific to this Standard—See Fig.
1 to clarify terminology.
2. Referenced Documents
3.2.1 coextruded flexible PVC seal, n—a flexible (soft) bead
2.1 ASTM Standards:
of PVC coextruded in the joiner strip to provide compression
D618 Practice for Conditioning Plastics for Testing
sealing of the mechanical joint made when the joiner strip
D790 Test Methods for Flexural Properties of Unreinforced
locks adjacent edges of former strip.
and Reinforced Plastics and Electrical Insulating Materials
3.2.2 extruded PVC joiner strip, n—a companion product to
D883 Terminology Relating to Plastics
the profile former strip of such configuration as to provide the
D1600 Terminology for Abbreviated Terms Relating to
locking mechanism at the edges of the former strips.
Plastics
3.2.3 extruded PVC profile former strip, n—a product,
available in various sizes, consisting of a smooth inner surface
and a ribbed outer surface (profile) with edge configurations to
This specification is under the jurisdiction ofASTM Committee F17 on Plastic
allow mechanical locking of adjacent strips.
Piping Systems and is the direct responsibility of Subcommittee F17.67 on
3.2.4 production run, n—a continuous extrusion of a given
Trenchless Plastic Pipeline Technology.
Current edition approved March 1, 2008. Published June 2008. Originally
profile type.
´1
approved in 1996. Last previous edition approved in 2002 as F1735 - 02 . DOI:
10.1520/F1735-02R08.
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 Available from Standardization Documents Order Desk, DODSSP, Bldg. 4,
Standards volume information, refer to the standard’s Document Summary page on Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098, http://
the ASTM website. www.dodssp.daps.mil.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
F1735 – 02 (2008)
FIG. 1 An Example of A Profile PVC Strip
F1735 – 02 (2008)
3.2.5 PVC liner, n—aproductfieldfabricatedfromextruded performed on each distinct profile product; separate tests shall
PVC profile strip into a shape which substantially conforms to be performed for each PVC compound used in each distinct
the shape of the inner surface of the existing pipe or conduit profile product. The test specimens shall be made from a flat
over some portion or all of its inner circumference. sample profile former strip at least 12 in. ( mm) long, split as
nearthemiddleofitswidthaspossiblewithoutcuttingthrough
4. Significance and Use
a rib and the outer edges joined in a joint (approximately in the
4.1 The requirements of this specification are intended to center of the width of the specimen and running lengthwise)
provide extruded PVC profile suitable for the field fabrication with the joiner strip installed in the joint. The load shall be
of PVC liner for the rehabilitation of existing pipelines and applied to the profiled (ribbed) side of the specimens. See Fig.
conduits conveying sewage, process flow and storm water 2. The minimum flexural rigidity (stiffness factor) shall be
under gravity flow conditions. 1600; higher values are available by special order from the
manufacturer of the product. If required by the buyer or
NOTE 2—Industrial waste disposal lines shall be installed only with the
designated in the contract documents or purchase order, or
specific approval of the cognizant code authority since chemicals not
combination thereof, this test shall be run as a quality control
commonly found in drains and sewers and temperatures in excess of
test on each production run supplying materials to the order.
140°F (60°C) may be encountered.
7.3 Joint Leakage—A10 in. (250 mm) sample joint (con-
5. Application of Materials
sisting of a joiner strip joining two full width panels of former
5.1 The profile strip specified herein can be used for a range
strip) shall be pressure tested with water at 15 psig (103.5 kPa)
of existing sewer and conduit diameters. The selection of the
for a 25 h period to simulated ground water leakage into the
annulus between the PVC liner and the host structure shall be
lined pipe. Beginning at the end of the first 24 h, the maximum
determined based on analysis of installation conditions.
leakage through the joint shall be 0.00125 gal (4.7 mL)
measured over a one hour period. This test shall be conducted
6. Materials and Manufacture
on each production run of extruded PVC joiner strip with
6.1 The extruded profile former and joiner strips shall be
samples from the extruded PVC former strip intended for use
made from PVC compound meeting all the minimum require-
with that production run of joiner strip. If higher hydrostatic
ments for cell classification 12344 or higher as defined in
testing pressures are required by the buyer, additional testing,
Specification D1784.
as agreed between the buyer and seller shall be performed.The
6.2 The coextruded flexible PVC seal shall be made from
test fixture used for this test shall provide for the pressurized
extrusion grade PVC with ShoreAdurometer of 75(+5 to –15),
water to interface with the joint on the ribbed side of the PVC
when measured in accordance with Test Method D2240.
panels such that the leakage flow is from the ribbed side to the
6.3 Rework Material—Clean rework material generated
smooth (inner) side of the PVC panels, that is, simulates
from the manufacturer’s own extruded PVC strip production
ground water into liner. Means shall be provided to continu-
may be used by the same manufacturer provided extruded
ously measure and regulate the water pressure to within 1 psig
profile strip produced meets all the requirements of this
(6.9 kPa) of the specified 15 psig (103.5 kPa) during the test
specification.
period.
7. Other Requirements
8. Dimensions, Mass, and Permissible Variation
7.1 Acetone Immersion—The profile strip shall not flake or
8.1 Height of Profile Former Strip—Theminimumheightof
disintegrate when tested in accordance with 11.3
the former strip sha
...
This document is not anASTM standard and is intended only to provide the user of anASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
An American National Standard
Designation:F1735–96 Designation: F 1735 – 02 (Reapproved 2008)
Standard Specification for
Poly (Vinyl Chloride)(PVC) Profile Strip for PVC Liners for
Rehabilitation of Existing Man-Entry Sewers and Conduits
This standard is issued under the fixed designation F 1735; 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
1.1 This specification covers requirements and test methods for materials, dimensions, workmanship, extrusion quality, and a
form of marking for extruded poly (vinyl chloride)(PVC) profile strips used for field fabrication of PVC liners for existing
man-entry (36 to 144 in. (900 to 3650 mm) in vertical dimension) sewer and conduit rehabilitation.
1.2 Profile strip produced to this specification is for use in field fabrication of PVC liners in non-pressure pipe and conduit
rehabilitation where the liner is installed into the existing sewer or conduit and the annular space between the liner and the existing
sewer or conduit is grouted with cementitious grout.
NOTE1—AnASTM Practice for the installation of PVC liner is under preparation and will be referenced in this specification when published. 1—The
practice for the installation of PVC liner covered by this specification is Practice F 1698.
1.3 This specification includes extruded profile strips made only from materials specified in 6.1.
1.4 The values stated in inch-pound units are to be regarded as the standard.The values given in parentheses are for information
only.
1.5 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.
2. Referenced Documents
2.1 ASTM Standards:
D 618Practice for Conditioning Plastics and Electrical Insulating Materials For Testing Practice for Conditioning Plastics for
Testing
D 790 Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials
Materials
D 883Terminology Relating To Plastics Terminology Relating to Plastics
D1600 Abbreviations Of Terms Relating To Plastic 1600 Terminology for Abbreviated Terms Relating to Plastics
D 1784Specification For Rigid Poly (Vinyl Chloride) (PVC) Compounds And Chlorinated Poly (Vinyl Chloride) (CPVC)
Compounds SpecificationforRigidPoly(VinylChloride)(PVC)CompoundsandChlorinatedPoly(VinylChloride)(CPVC)
Compounds
D 2122 Test Method offor Determining Dimensions of Thermoplastic Pipe and Fittings
D 2152Test Method For Degree Of Fusion Of Extruded Poly (Vinyl Chloride) (PVC) Pipe And Molded Fittings By Acetone
Immersion Test Method for Adequacy of Fusion of Extruded Poly(Vinyl Chloride) (PVC) Pipe and Molded Fittings by
Acetone Immersion
D 2240Test Method for Rubber Property—Durometer Hardness Test Method for Rubber PropertyDurometer Hardness
F 412Definitions Of Terms Relating To Plastic Piping Systems Terminology Relating to Plastic Piping Systems
F 1698 Practice for Installation of Poly(Vinyl Chloride)(PVC) Profile Strip Liner and Cementitious Grout for Rehabilitation of
Existing Man-Entry Sewers and Conduits
2.2 Federal Standard:
This specification is under the jurisdiction of ASTM Committee F-17 on Plastic Piping Systems and is the direct responsibility of Subcommittee F17.67 on Trenchless
Plastic Pipeline Technology.
Current edition approved Oct. 10, 1996. Published November 1997.
This specification is under the jurisdiction of ASTM Committee F17 on Plastic Piping Systems and is the direct responsibility of Subcommittee F17.67 on Trenchless
Plastic Pipeline Technology.
´1
Current edition approved March 1, 2008. Published June 2008. Originally approved in 1996. Last previous edition approved in 2002 as F 1735 - 02 .
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
, Vol 08.01.volume information, refer to the standard’s Document Summary page on the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
F 1735 – 02 (2008)
Federal Standard No. 123 Marking For Shipment (Civil Agencies)Agencies)
2.3 Military Standard:
5 3
MIL-STD-129 Marking for Shipment and Storage Storage
3. Terminology
3.1 General—Definitions are in accordance with Terminology D 883 and Terminology F 412.Abbreviations are in accordance
with Terminology D 1600, unless otherwise indicated.
3.2 Definitions of Terms Specific to this Standard—SeeFig.1,to clarify terminology.
3.2.1 coextruded flexible PVC seal, n—a flexible (soft) bead of PVC coextruded in the joiner strip to provide compression
sealing of the mechanical joint made when the joiner strip locks adjacent edges of former strip.
3.2.2 extruded PVC joiner strip, n—a companion product to the profile former strip of such configuration as to provide the
locking mechanism at the edges of the former strips.
3.2.3 extruded PVC profile former strip, n—a product, available in various sizes, consisting of a smooth inner surface and a
ribbed outer surface (profile) with edge configurations to allow mechanical locking of adjacent strips.
3.2.4 production run, n—a continuous extrusion of a given profile type.
3.2.5 PVC liner, n—a product field fabricated from extruded PVC profile strip into a shape which substantially conforms to the
shape of the inner surface of the existing pipe or conduit over some portion or all of its inner circumference.
4. Significance and Use
4.1 The requirements of this specification are intended to provide extruded PVC profile suitable for the field fabrication of PVC
liner for the rehabilitation of existing pipelines and conduits conveying sewage, process flow and storm water under gravity flow
conditions.
NOTE 2—Industrialwastedisposallinesshallbeinstalledonlywiththespecificapprovalofthecognizantcodeauthoritysincechemicalsnotcommonly
found in drains and sewers and temperatures in excess of 140°F (60°C) may be encountered.
5. Application of Materials
5.1 The profile strip specified herein can be used for a range of existing sewer and conduit diameters. The selection of the
annulus between the PVC liner and the host structure shall be determined based on analysis of installation conditions.
6. Materials and Manufacture
6.1 The extruded profile former and joiner strips shall be made from PVC compound meeting all the minimum requirements
for cell classification 12344-C12344 or higher as defined in Specification D 1784.
6.2 The coextruded flexible PVC seal shall be made from extrusion grade PVC with ShoreAdurometer of 75(+5 to –15), when
measured in accordance with Test Method D 2240.
6.3 Rework Material— Clean rework material generated from the manufacturer’s own extruded PVC strip production may be
used by the same manufacturer provided extruded profile strip produced meets all the requirements of this specification.
7. Other Requirements
7.1 Acetone Immersion—The profile strip shall not flake or disintegrate when tested in accordance with 11.3
NOTE 3—This is intended only for use as a quality control test and not for use as a simulated service test.
7.2 Flexural (Bending) Properties —The flexural rigidity (stiffness factor) shall be determined in accordance with Test Method
D 790, Section on Tangent Modulus of Elasticity, Test Method I, where the equation for E is replaced by EI = L m/48 b. Test
B
Method I and Procedure B of Test Method 790 shall be used in these tests. This is a qualification test that shall be performed on
each distinct profile product; separate tests shall be performed for each PVC compound used in each distinct profile product. The
test specimens shall be made from a flat sample profile former strip at least 12 in. ( mm) long, split as near the middle of its width
as possible without cutting through a rib and the outer edges joined in a joint (approximately in the center of the width of the
specimen and running lengthwise) with the joiner strip installed in the joint. The load shall be applied to the profiled (ribbed) side
of the specimens. See Fig. 2. The minimum flexural rigidity (stiffness factor) shall be 1600; higher values are available by special
order from the manufacturer of the product. If required by the buyer or designated in the contract documents or purchase order,
or combination thereof, this test shall be run as a quality control test on each production run supplying materials to the order.
7.3 Joint Leakage—A10 in. (250 mm) sample joint (consisting of a joiner strip joining two full width panels of former strip)
shall be pressure tested with water at 15 psig (103.5 kPa) for a 25 h period to simulated ground water leakage into the lined pipe.
Beginning at the end of the first 24 h, the maximum leakage through the joint shall be 0.00125 gal (4.7 mL) measured over a one
hourperiod.ThistestshallbeconductedoneachproductionrunofextrudedPVCjoinerstripwithsamplesfromtheextrudedPVC
Annual Book of ASTM Standards, Vol 08.04.
Available from Standardization Documents Order Desk, DODSSP, Bldg. 4, Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098, http://www.dodssp.daps.mil.
F 1735 – 02 (2008)
FIG. 1 An Example of A Profile PVC Strip
F 1735 – 02 (2008)
FIG. 2 Stiffness Factor (EI) Test Specimen
former strip intended for use with that produc
...
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