ASTM F1760-01(2011)

Standard Specification for Coextruded Poly(Vinyl Chloride) (PVC) Non-Pressure Plastic Pipe Having Reprocessed-Recycled Content

ABSTRACT
This specification has been published in response to the special circumstance of regulatory requirements regarding federal procurement guidelines for plastic pipe having recycled content. This specification covers coextruded Poly(Vinyl Chloride) (PVC) plastic pipe with a center layer and concentric inner and outer solid layers. The pipe is produced using a multi-layer coextrusion die. The inner and outer layers are made of virgin PVC compound and the center layer has reprocessed-recycled PVC content. The pipe is for nonpressure use in three series: Sewer-Drain series; IPS Schedule 40 series; and IPS Pipe Stiffness (PS) series. Quality control test requirement: nondestructive testing; impact resistance; bond integrity; flattening integrity; pipe stiffness; joint integrity, solvent-cement joints; and joint integrity, elastomeric-gasket joints shall be performed to conform with the specified requirements.
SCOPE
1.1 This specification has been published in response to the special circumstance of regulatory requirements regarding federal procurement guidelines for plastic pipe having recycled content.
1.2 This specification covers coextruded Poly(Vinyl Chloride) (PVC) plastic pipe with a center layer and concentric inner and outer solid layers. The pipe is produced using a multi-layer coextrusion die. The inner and outer layers are made of virgin PVC compound and the center layer has reprocessed-recycled PVC content. The pipe is for non-pressure use in three series:
1.2.1 Sewer-Drain series with a sewer-pipe outside diameter and a pipe stiffness of 46 psi (320 kPa),
1.2.2 IPS Schedule 40 series, and
1.2.3 IPS Pipe Stiffness (PS) series with pipe stiffnesses of 100 psi (690 kPa) and 120 psi (830 kPa).
1.3 Pipe that is outside-diameter controlled does not necessarily have an inside diameter suitable for use as a fitting socket.
1.4 All series may be perforated.
1.5 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.
1.6 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: 31-Jan-2011
• ICS: 23.040.20 - Plastics pipes
• Technical Committee: F17 - Plastic Piping Systems
• Drafting Committee: F17.25 - Vinyl Based Pipe

Relations

• Replaces: ASTM F1760-01(2005)e1 - Standard Specification for Coextruded Poly(Vinyl Chloride) (PVC) Non-Pressure Plastic Pipe Having Reprocessed-Recycled Content
• Effective Date: 01-Feb-2011
• Replaced By: ASTM F1760-16 - Standard Specification for Coextruded Poly(Vinyl Chloride) (PVC) Non-Pressure Plastic Pipe Having Reprocessed-Recycled Content
• Effective Date: 01-Apr-2016
• Referred By: ASTM F1336-20 - Standard Specification for Poly(Vinyl Chloride) (PVC) Gasketed Sewer Fittings
• Effective Date: 01-Feb-2011
• Referred By: ASTM F412-23 - Standard Terminology Relating to Plastic Piping Systems
• Effective Date: 01-Feb-2011

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:F1760 −01(Reapproved 2011)
Standard Specification for
Coextruded Poly(Vinyl Chloride) (PVC) Non-Pressure Plastic
Pipe Having Reprocessed-Recycled Content
This standard is issued under the fixed designation F1760; 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 2. Referenced Documents
1.1 This specification has been published in response to the 2.1 ASTM Standards:
special circumstance of regulatory requirements regarding D883 Terminology Relating to Plastics
federalprocurementguidelinesforplasticpipehavingrecycled D1243 Test Method for Dilute Solution Viscosity of Vinyl
content. Chloride Polymers
D1600 Terminology forAbbreviatedTerms Relating to Plas-
1.2 This specification covers coextruded Poly(Vinyl Chlo-
tics
ride) (PVC) plastic pipe with a center layer and concentric
D1784 Specification for Rigid Poly(Vinyl Chloride) (PVC)
inner and outer solid layers. The pipe is produced using a
Compounds and Chlorinated Poly(Vinyl Chloride)
multi-layer coextrusion die. The inner and outer layers are
(CPVC) Compounds
made of virgin PVC compound and the center layer has
D2122 Test Method for Determining Dimensions of Ther-
reprocessed-recycled PVC content. The pipe is for non-
moplastic Pipe and Fittings
pressure use in three series:
D2412 Test Method for Determination of External Loading
1.2.1 Sewer-Drainserieswithasewer-pipeoutsidediameter
Characteristics of Plastic Pipe by Parallel-Plate Loading
and a pipe stiffness of 46 psi (320 kPa),
D2444 Test Method for Determination of the Impact Resis-
1.2.2 IPS Schedule 40 series, and
tance of Thermoplastic Pipe and Fittings by Means of a
1.2.3 IPS Pipe Stiffness (PS) series with pipe stiffnesses of
Tup (Falling Weight)
100 psi (690 kPa) and 120 psi (830 kPa).
D2466 Specification for Poly(Vinyl Chloride) (PVC) Plastic
1.3 Pipe that is outside-diameter controlled does not neces-
Pipe Fittings, Schedule 40
sarily have an inside diameter suitable for use as a fitting
D2665 Specification for Poly(Vinyl Chloride) (PVC) Plastic
socket.
Drain, Waste, and Vent Pipe and Fittings
1.4 All series may be perforated. D2855 Practice for Making Solvent-Cemented Joints with
Poly(Vinyl Chloride) (PVC) Pipe and Fittings
1.5 The values stated in inch-pound units are to be regarded
D3034 Specification for Type PSM Poly(Vinyl Chloride)
as standard. The values given in parentheses are mathematical
(PVC) Sewer Pipe and Fittings
conversions to SI units that are provided for information only
D3212 Specification for Joints for Drain and Sewer Plastic
and are not considered standard.
Pipes Using Flexible Elastomeric Seals
1.6 This standard does not purport to address all of the
D4396 Specification for Rigid Poly(Vinyl Chloride) (PVC)
safety concerns, if any, associated with its use. It is the
and Chlorinated Poly(Vinyl Chloride) (CPVC) Com-
responsibility of the user of this standard to establish appro-
pounds for Plastic Pipe and Fittings Used in Nonpressure
priate safety and health practices and determine the applica- 3
Applications (Withdrawn 2015)
bility of regulatory limitations prior to use.
F412 Terminology Relating to Plastic Piping Systems
1 2
This specification is under the jurisdiction ofASTM Committee F17 on Plastic For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Piping Systems and is the direct responsibility of Subcommittee F17.25 on Vinyl contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM
Based Pipe. Standards volume information, refer to the standard’s Document Summary page on
Current edition approved Feb. 1, 2011. Published March 2011. Originally the ASTM website.
ε1 3
approved in 1996. Last previous edition approved in 2005 as F1760–01(2005) . The last approved version of this historical standard is referenced on
DOI: 10.1520/F1760-01R11. www.astm.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
F1760−01 (2011)
F477 Specification for Elastomeric Seals (Gaskets) for Join- 4.1.1 Sewer-Drain Series—Produced with a sewer pipe OD
ing Plastic Pipe and a pipe stiffness of 46 psi (320 kPa). Sewer-drain pipe is
F512 Specification for Smooth-Wall Poly(Vinyl Chloride) intended for use outside of buildings as sewer, sewer
(PVC) Conduit and Fittings for Underground Installation connections, underground drain, and storm drain. Wall thick-
F1336 Specification for Poly(Vinyl Chloride) (PVC) Gas- nesses shall be produced so that minimum pipe stiffnesses are
keted Sewer Fittings met, but shall not be thinner than the minimum wall thickness
F1365 Test Method for Water Infiltration Resistance of requirements in Table 1 and Table 2.
Plastic Underground Conduit Joints Which Use Flexible
NOTE 1—Base inside diameters will be slightly smaller than those
Elastomeric Seals
calculated for SDR 35 sewer-drain series pipe when wall thicknesses are
2.2 Plastic Pipe Institute Technical Report:
increased to ensure minimum 46 pipe stiffness.
PPI-TR-7 Recommended Method for Calculation of Nomi-
4.1.2 IPS Diameter Family—Produced in a Schedule 40
nal Weight of Plastic Pipe
series and a Pipe Stiffness (PS) series.
4.1.2.1 IPS Schedule 40 Series—Produced to Schedule 40
3. Terminology
wall thicknesses in accordance with Table 3 and Table 4.
3.1 Definitions:
Schedule 40 pipe is intended for use as underground drain,
3.1.1 Definitions are in accordance with Terminologies
DWV (drain, waste, and vent), sewer connections, and other
D883, D1600, and F412, unless otherwise indicated.
non-pressure uses.
3.1.2 coextrusion—a process whereby two or more plastic
4.1.2.2 IPS Pipe Stiffness Series—Produced to pipe stiffness
material streams are forced through one or more shaping
of 100 psi (690 kPa) or 120 psi (830 kPa). Intended uses
orifices and become one continuously formed piece.
include underground communications and electrical distribu-
3.2 Definitions of Terms Specific to This Standard: tion. Wall thicknesses shall be produced so that minimum pipe
3.2.1 center-layer compound—general description for “in- stiffnesses are met, but shall not be thinner than the minimum
ternal recycled material” (3.2.5), “external recycled material”
wall thickness requirements in Table 5 and Table 6.
(3.2.4), and “post-consumer recycled material” (3.2.6). These
NOTE 2—The IPS Pipe Stiffness (PS) series having pipe stiffnesses of
materials can be used straight or blended with virgin materials
100psi(690kPa)and120psi(830kPa)isdesignedfordirectburial(DB).
to make a compound, in accordance with this specification.
Encasement in concrete is not necessary.
3.2.2 certificate of composition—a certificate describing
4.1.3 Before installing pipe for industrial waste disposal
certain properties of an external recycled material or a post-
use, the approval of the code official having jurisdiction should
consumer recycled material.
be obtained, as conditions not commonly found in normal use
3.2.2.1 Discussion—Examples include polymer, molecular
may be encountered.
weight, percentage of inorganic material, contamination type
and level, tensile strength, modulus of elasticity, and izod
5. Material
impact.
5.1 Center-layer Compounds—Center-layercompounds(in-
3.2.3 composition disclosure—a document describing the
ternal recycled, external recycled, and post-consumer recycled
formulation of an external recycled material.
materials) shall be characterized as being PVC-polymer-based.
Other PVC-compatible additives (such as lubricants,
3.2.4 external recycled material—industrial rework gener-
stabilizers, non-polyvinyl-chloride resin modifiers, pigments,
ated by a different company from the company manufacturing
and inorganic fillers) may be present in these materials. The
to this specification. Composition is known by the industrial
three plastic material types may be used in the percentages
source of the material.
specified in 5.1.1, 5.1.2, and 5.1.3, provided that the pipe
3.2.5 internal recycled material—rework generated by the
produced meets all of the requirements of this specification.
same company’s production that is manufacturing to this
5.1.1 Internal Recycled Material—May comprise up to
specification. Composition of the material is known by the
100 % of the center layer.This material shall not be used in the
company manufacturing to this specification.
inner or outer layers.
3.2.6 post-consumer recycled material—finished goods that
have been purchased by the public, then returned to industry
and reprocessed into raw materials. Identity of finished goods
is known by the reprocessing company.
TABLE 1 Requirements for Sewer-Drain Pipe
3.2.7 thermoplastic coextruded pipe—pipe consisting of
Impact
Nominal Average, Tolerance on Minimum Wall
Resistance,
two or more concentric thermoplastic layers formed through A
Size, in. OD, in. Average, in. Thickness, in.
ft-lb
the process of coextrusion.
4 4.215 ±0.009 0.120 150
6 6.275 ±0.011 0.180 210
4. Classification
8 8.400 ±0.012 0.240 210
10 10.500 ±0.015 0.300 220
4.1 The pipes are produced in two diameter families:
12 12.500 ±0.018 0.360 220
sewer-drain and IPS.
15 15.300 ±0.023 0.437 220
A
The maximum wall thickness shall not be greater than 1.25 times the minimum
Available from Plastics Pipe Institute (PPI), 105 Decker Court, Suite 825,
wall thickness.
Irving, TX 75062, http://www.plasticpipe.org.
F1760−01 (2011)
TABLE 2 SI Requirements for Sewer-Drain Pipe TABLE 5 Requirements for IPS Pipe-Stiffness Pipe
Nominal Average Tolerance on Minimum Wall Impact Tolerance
Minimum Wall
Out of Impact
A
BC
Size, in. OD, mm Average, mm Thickness, mm Resistance, J Nominal Average OD, on
Thickness, in.
Round, Resistance,
Size, in. in. Average,
A
4 107.06 ±0.23 3.05 203
in. ft-lb
DB 100 DB 120
in.
6 159.39 ±0.28 4.57 284
D
8 213.36 ±0.30 6.10 284 4C 4.350 ±0.009 0.100 0.141 0.149 100
4 4.500 ±0.009 0.100 0.145 0.154 100
10 266.70 ±0.38 7.62 299
12 317.50 ±0.46 9.14 299 5 5.563 ±0.010 0.100 0.179 0.191 120
6 6.625 ±0.011 0.100 0.213 0.227 150
15 388.62 ±0.58 11.10 299
A
A
The maximum wall thickness shall not be greater than 1.25 times the minimum “Out of Round” is defined as maximum diameter minus minimum diameter.
B
wall thickness. The maximum wall thickness shall not be greater than 1.25 times the minimum
wall thickness.
C
Minimum wall-thickness values are based on skin modulus of 400 000 psi
combined with center-layer modulus of 500 000 psi.
D
TABLE 3 Requirements for IPS Schedule 40 Pipe
This is not an IPS OD, but is a standard-OD pipe-stiffness pipe used by
communications utilities.
Minimum
Tolerance Out of Pipe Impact
Nominal Average Wall
on Round, Stiffness, Resistance,
Size, in. OD, in. Thickness,
A
Average, in. in. psi ft-lb
B
in.
TABLE 6 SI Requirements for IPS Pipe-Stiffness Pipe
1 ⁄4 1.660 ±0.005 0.060 0.140 1100 60
Tolerance
1 Minimum Wall
1 ⁄2 1.900 ±0.006 0.060 0.145 800 60
Out of Impact
B,C
Nominal Average OD, on
Thickness, mm
2 2.375 ±0.006 0.060 0.154 450 60 Round, Resistance,
Size, in. mm Average,
A
3 3.500 ±0.008 0.060 0.216 400 80
mm J
DB 100 DB 120
mm
4 4.500 ±0.009 0.100 0.237 250 100
D
6 6.625 ±0.011 0.100 0.280 120 120 4C 110.49 ±0.23 2.54 3.58 3.78 135
4 114.30 ±0.23 2.54 3.68 3.91 135
8 8.625 ±0.015 0.150 0.322 80 140
10 10.750 ±0.015 0.150 0.365 60 160 5 141.30 ±0.25 2.54 4.55 4.85 165
6 168.28 ±0.28 2.54 5.41 5.77 205
12 12.750 ±0.015 0.150 0.406 50 180
A
A
“Out of Round” is defined as maximum diameter minus minimum diameter.
“Out of Round” is defined as maximum diameter minus minimum diameter.
B B
The maximum wall thickness shall not be greater than 1.25 times the minimum The maximum wall thickness shall not be greater than 1.25 times the minimum
wall thickness.
wall thickness.
C
Minimum wall-thickness values are based on skin modulus of 400 000 psi
combined with center-layer modulus of 500 000 psi.
D
This is not an IPS OD, but is a standard-OD pipe-stiffness pipe used by
TABLE 4 SI Requirements for IPS Schedule 40 Pipe
communications utilities.
Tolerance
Out of Pipe Impact
Nominal Average on Minimum
Round, Stiffness, Resistance,
B
Size, in. OD, mm Average, Wall, mm
A
mm kPa J
mm
1 ⁄4 42.16 ±0.13 1.52 3.56 7600 80
1 ⁄2 48.26 ±0.15 1.52 3.68 5500 80 center-layer compounds and compounding ingredients
2 60.32 ±0.15 1.52 3.91 3100 80
(lubricants, stabilizers, non-polyvinyl-chloride resin modifiers,
3 88.90 ±0.20 1.52 5.49 2750 110
pigments, and inorganic fillers) for use in the center layer.
4 114.30 ±0.23 2.54 6.02 1700 135
6 168.28 ±0.28 2.54 7.11 830 160
Inherent viscosity shall be determined in accordance with Test
8 219.08 ±0.38 3.81 8.18 550 190
Method D1243.
10 273.05 ±0.38 3.81 9.27 415 220
12 323.85 ±0.38 3.81 10.31 340 240
5.2 Inner and outer layers shall be made of virgin homopo-
A
“Out of Round” is defined as maximum diameter minus minimum diameter.
lymer PVC. Rework materials are not allowed.
B
The maximum wall thickness shall not be greater than 1.25 times the minimum
wall thickness.
5.3 Cell Classification—Properties of the compounds used
to manufacture pipe in accordance with this standard shall be
categorized using the cell classification method. The required
5.1.2 External Recycled Material—May comprise up to cell values are considered minimums; compounds having
100 % of the center layer.This material shall not be used in the
higher values than those listed are considered acceptable.
inner or outer layers.
5.3.1 Material for the Sewer-Drain series shall be catego-
5.1.3 Post-Consumer Recycled Material—May comprise up
rized using Specification D1784. Compound for the inner and
to a maximum of 60 % by weight of center layer.This material
outer layers shall have a minimum cell class of 12454, or
shall not be used in the inner or outer layers.
12364 and for the center layer 12223.
5.3.2 Material for the IPS Schedule 40 series shall be
NOTE 3—Post-consumer recycled material is limited to 60 % by weight
categorized using Specification D4396. Compound for the
ofthecenterlayerduetocurrenttechnology.Asmoreexperienceisgained
with process and materials, this standard may be amended to increase the inside and outside layers shall have a minimum cell class of
percentage.
11432, and for the center layer 11211. Compound for all layers
shallmeetthechemical-resistancerequirementofSpecification
5.1.4 Whenrequestedbythepipemanufacturer,thesupplier
D4396 with a 130°F (55°C), 14-day immersion.
shall provide with the external recycled and post-consumer
recycled materials a certificate of composition, a composition 5.3.3 Material for the IPS Pipe Stiffness (PS) series shall be
disclos
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