ASTM F758-95(2007)e1

Standard Specification for Smooth-Wall Poly(Vinyl Chloride) (PVC) Plastic Underdrain Systems for Highway, Airport, and Similar Drainage

ABSTRACT
This specification covers the requirements for smooth-wall perforated and nonperforated poly(vinyl chloride) (PVC) plastic pipe and couplings for use in subsurface drainage systems of highways, airports, and similar applications. Two classes (or pipe stiffness) are included and designated as PS 28 and PS 46. The pipe stiffness, impact resistance, pipe flattening, and solvent cement joint tightness shall be tested to meet the requirements prescribed.
SCOPE
1.1 This specification covers the requirements for smooth-wall perforated and nonperforated poly(vinyl chloride) (PVC) plastic pipe and couplings for use in subsurface drainage systems of highways, airports, and similar applications in nominal sizes of 4, 6, and 8 in. and in pipe stiffnesses (PS) that are designated as Type PS 28 and Type PS 46 in accordance with its minimum pipe stiffness.
1.2 Molded fittings for use with highway underdrain pipe are in accordance with Specification D 3034. For convenience, some of these fittings are reproduced in .
1.3 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only. Note 1Type PS 28 and Type PS 46 indicate "pipe stiffness" of 28 and 46, respectively, as outlined in .
Note 2
Pipe and fittings should be installed in accordance with Practice D 2321, or applicable state or local specifications.
The following safety hazards caveat pertains only to the test methods 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.

General Information

• Status: Historical
• Publication Date: 31-Jan-2007
• ICS: 23.040.20 - Plastics pipes
• Technical Committee: F17 - Plastic Piping Systems
• Drafting Committee: F17.65 - Land Drainage

Relations

• Replaces: ASTM F758-95(2000) - Standard Specification for Smooth-Wall Poly(Vinyl Chloride) (PVC) Plastic Underdrain Systems for Highway, Airport, and Similar Drainage
• Effective Date: 01-Feb-2007
• Replaced By: ASTM F758-14 - Standard Specification for Smooth-Wall Poly(Vinyl Chloride) (PVC) Plastic Underdrain Systems for Highway, Airport, and Similar Drainage
• Effective Date: 01-Nov-2014
• Referred By: ASTM D2855-20 - Standard Practice for the Two-Step (Primer and Solvent Cement) Method of Joining Poly (Vinyl Chloride) (PVC) or Chlorinated Poly (Vinyl Chloride) (CPVC) Pipe and Piping Components with Tapered Sockets
• Effective Date: 01-Feb-2007
• Referred By: ASTM F1488-14(2019) - Standard Specification for Coextruded Composite Pipe
• Effective Date: 01-Feb-2007
• Referred By: ASTM F481-97(2019) - Standard Practice for Installation of Thermoplastic Pipe and Corrugated Pipe in Septic Tank Leach Fields
• Effective Date: 01-Feb-2007

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
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Designation:F758 −95(Reapproved 2007) An American National Standard
Standard Specification for
Smooth-Wall Poly(Vinyl Chloride) (PVC) Plastic Underdrain
Systems for Highway, Airport, and Similar Drainage
ThisstandardisissuedunderthefixeddesignationF758;thenumberimmediatelyfollowingthedesignationindicatestheyearoforiginal
adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.Asuperscript
epsilon (´) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the Department of Defense.
ε NOTE—Section 7.2.8.1 was editorially corrected in February 2007.
1. Scope D1600 Terminology forAbbreviatedTerms Relating to Plas-
tics
1.1 This specification covers the requirements for smooth-
D1784 Specification for Rigid Poly(Vinyl Chloride) (PVC)
wall perforated and nonperforated poly(vinyl chloride) (PVC)
Compounds and Chlorinated Poly(Vinyl Chloride)
plastic pipe and couplings for use in subsurface drainage
(CPVC) Compounds
systems of highways, airports, and similar applications in
D2122 Test Method for Determining Dimensions of Ther-
nominal sizes of 4, 6, and 8 in. and in pipe stiffnesses (PS) that
moplastic Pipe and Fittings
are designated as Type PS 28 and Type PS 46 in accordance
D2152 Test Method for Adequacy of Fusion of Extruded
with its minimum pipe stiffness.
Poly(Vinyl Chloride) (PVC) Pipe and Molded Fittings by
1.2 Molded fittings for use with highway underdrain pipe
Acetone Immersion
are in accordance with Specification D3034. For convenience,
D2321 PracticeforUndergroundInstallationofThermoplas-
some of these fittings are reproduced in Annex A1.
tic Pipe for Sewers and Other Gravity-Flow Applications
1.3 The values stated in inch-pound units are to be regarded D2412 Test Method for Determination of External Loading
Characteristics of Plastic Pipe by Parallel-Plate Loading
as the standard. The values given in parentheses are for
information only. D2444 Test Method for Determination of the Impact Resis-
tance of Thermoplastic Pipe and Fittings by Means of a
NOTE1—TypePS28andTypePS46indicate“pipestiffness”of28and
Tup (Falling Weight)
46, respectively, as outlined in 11.1.
D2564 Specification for Solvent Cements for Poly(Vinyl
NOTE 2—Pipe and fittings should be installed in accordance with
Practice D2321, or applicable state or local specifications. Chloride) (PVC) Plastic Piping Systems
D2855 Practice for Making Solvent-Cemented Joints with
1.4 The following safety hazards caveat pertains only to the
Poly(Vinyl Chloride) (PVC) Pipe and Fittings
test methods portion, Section 11, of this specification: This
D3034 Specification for Type PSM Poly(Vinyl Chloride)
standard does not purport to address all of the safety concerns,
(PVC) Sewer Pipe and Fittings
if any, associated with its use. It is the responsibility of the user
D3212 Specification for Joints for Drain and Sewer Plastic
of this standard to establish appropriate safety and health
Pipes Using Flexible Elastomeric Seals
practices and determine the applicability of regulatory limita-
D4396 Specification for Rigid Poly(Vinyl Chloride) (PVC)
tions prior to use.
and Chlorinated Poly(Vinyl Chloride) (CPVC) Com-
2. Referenced Documents
pounds for Plastic Pipe and Fittings Used in Nonpressure
Applications
2.1 ASTM Standards:
F402 Practice for Safe Handling of Solvent Cements,
D618 Practice for Conditioning Plastics for Testing
Primers, and Cleaners Used for Joining Thermoplastic
Pipe and Fittings
This specification is under the jurisdiction ofASTM Committee F17 on Plastic
F412 Terminology Relating to Plastic Piping Systems
Piping Systems and is the direct responsibility of Subcommittee F17.65 on Land
2.2 Federal Standard:
Drainage.
Fed. Std. No. 123 Marking for Shipments (Civil Agencies)
Current edition approved Feb. 1, 2007. Published February 2007. Originally
approvedin1982.Lastpreviouseditionapprovedin2000asF758 – 95(2000).DOI: 2.3 Military Standard:
10.1520/F0758-95R07E01.
MIL-STD-129 Marking for Shipment and Storage
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM
Standards volume information, refer to the standard’s Document Summary page on AvailablefromStandardizationDocumentsOrderDesk,Bldg.4SectionD,700
the ASTM website. 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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F758−95 (2007)
TABLE 2 Dimensions of Bends
3. Terminology
3.1 Definitions—Definitions are in accordance with Termi-
nology F412, and abbreviations are in accordance with Termi-
nologyD1600,unlessotherwisespecified.Theabbreviationfor
poly(vinyl chloride) plastic is PVC.
4. Classification
4.1 Two classes (or pipe stiffness) are included and desig-
nated as PS 28 and PS 46 as determined in accordance with
11.1.
5. Materials
in.
5.1 The pipe shall be made of PVC plastic having a
Socket Length of
A
minimum cell classification of 12454 or 12364 as defined in Depth Tangent
Nominal
Angle Radius
Size, in.
Specification D1784 or a minimum cell classification of 11432
Dimen-sion Dimen-sion
J, min L, min
or 11332 as defined in specification D4396. Homopolymer
PVC compounds must equal or exceed the requirements of the
4 45° 16, 24, 36 1.750 2.00
listed cell classification numbers.
90° 16, 24, 36
5.2 Rework Material—Rework material from the manufac-
6 45° 24, 36 3.000 3.50
turer’sownpipeorfittingsproductionmaybeusedbythesame
90° 24, 36
manufacturer, provided that the pipe or fabricated fittings
8 45° 24, 36 4.000 5.00
produced meet all the requirements of this specification.
90° 24, 36
6. Joint Systems
mm
6.1 Gasket-TypeJoints,meetingtheapplicablerequirements
Socket Length of
A
Depth Tangent
of Specification D3212, may be utilized. Nominal
Angle Radius
Size, in.
Dimen-sion Dimen-sion
6.2 Solvent-Cement-Type Joints, made with bell ends meet-
J, min L, min
ing the requirements of Table 1; stop-type couplings in
conformance with Table 2; or sleeve-type couplings in confor-
4 45° 406.4 609.6 914.4 44.44 50.80
90° 406.4 609.6 914.4
mance with Table 3, may be utilized.
6.2.1 Belled ends shall be formed so as to provide a uniform
6 45° 609.6 914.4 76.20 88.90
shoulder around the entire circumference of the pipe. 90° 609.6 914.4
8 45° 609.6 914.4 101.60 127.00
90° 609.6 914.4
TABLE 1 Socket-Type Bell Dimensions
A
(Belled Ends for Solvent-Cement-Type Pipe and Bends)
Socket dimensions shall be as shown in Table 1.
6.2.2 Solvent-cemented joints shall be made using PVC
cement meeting the requirements of Specification D2564, and
shall be made in accordance with Practice D2855 and Practice
F402.
in.
C
7. Requirements
B
Nominal A Bell
Socket
Size, in. Entrance Depth,
7.1 Workmanship—The pipe shall be homogeneous
Bottom
min
throughout and essentially uniform in color, opacity, density,
and other properties. The inside and outside surfaces shall be
4 4.235 ± 0.009 4.210 ± 0.009 1.750
semimatte or glossy in appearance (depending on the type of
6 6.305 ± 0.011 6.270 ± 0.011 3.000
8 8.424 ± 0.012 8.388 ± 0.012 4.000
plastic) and free of chalking, sticky, or tacky material. The
surfaces shall be free of excessive bloom, that is, slight bloom
mm
is acceptable. The pipe walls shall be free of cracks, holes,
C
blisters, voids, foreign inclusion, or other defects that are
B
Nominal A Bell
Socket
visible to the naked eye and that may affect the wall integrity.
Size, in. Entrance Depth,
Bottom
min Holes deliberately placed in perforated pipe are acceptable.
Bloom or chalking may develop in pipe exposed to direct rays
4 107.57 ± 0.22 106.93 ± 0.22 44.44
of the sun (ultraviolet radiant energy) for extended periods and
6 160.15 ± 0.28 159.26 ± 0.28 76.20
consequently these requirements do not apply to pipe after
8 213.97 ± 0.30 213.06 ± 0.30 101.60
extended exposure to direct rays of the sun.
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F758−95 (2007)
A
TABLE 3 Sleeve Coupling Dimensions TABLE 5 Perforations
in.
Nominal Dimension t,
Pipe Size, Dimension A Dimension B min
in.
4 3.5 ± 0.250 4.230 ± 0.005 0.120
6 6.0 ± 0.250 6.291 ± 0.005 0.180
8 8.0 ± 0.250 8.418 ± 0.006 0.240
mm
Nominal
Minimum
A A
Dimension t,
Hole Size Hole Spacing
Nominal
Pipe Size, Dimension A Dimension B
Rows
min
Diameter,
in.
of Perfo-
in. mm in. mm in.
rations
4 88.8 ± 6.34 107.44 ± 0.13 3.05
3 3 1 1
6 152.4 ± 6.34 159.77± 0.13 4.57
4 2 4.8to9.7 ⁄16 to ⁄8 82.55 ± 6.35 3 ⁄4 ± ⁄4
8 203.2 ± 6.34 213.74± 0.15 6.10 3 3 1 1
6 4 4.8to9.7 ⁄16 to ⁄8 82.55 ± 6.35 3 ⁄4 ± ⁄4
3 3 1 1
8 4 4.8to9.7 ⁄16 to ⁄8 82.55 ± 6.35 3 ⁄4 ± ⁄4
A
Combination of hole size and spacing of holes shall provide a minimum inlet area
greater than 0.2200 in. /ft of pipe (that is, ⁄16-in. holes at 3-in. center would permit
7.2 Dimensions and Tolerance:
a 0.2206-in. area).
7.2.1 Outside Diameter—The outside diameter and toler-
ances shall meet the requirements of Table 4 when measured in
accordance with Test Method D2122. The tolerances for
out-of-roundness shall apply to pipe prior to shipment. belled-end pipe may be unperforated for a length equal to the
7.2.2 Wall Thickness—The actual wall thickness of pipe
depth of the socket or shoulder, or both.
shall be the wall required to meet the physical requirements of 7.2.5 Integral Bell Dimensions—Integral bell dimensions of
this specification but not less than that shown in Table 4 when
pipe, bends, and sweeps shall comply with Table 1. Elasto-
measured in accordance with Test Method D2122. meric seal joints shall meet dimensions recommended by the
7.2.3 Length—Laying length shall be 20 ft (6.1 m) (or as
manufacturer. The thickness of the wall shall be considered
mutually agreed upon between the purchaser and the manufac- satisfactory if the bell was formed from pipe meeting the
turer). A tolerance of 61 in. (625 mm) shall be permitted.
requirements of this specification.
7.2.4 Perforations—Perforated pipe shall be perforated in 7.2.6 Sleeve-Type Coupling Dimensions—Dimensions shall
accordance with Table 5. The perforations shall be approxi-
be in accordance with Table 3. Sleeve-type couplings shall
mately circular and cleanly cut. The spigot end, and bell, of
have a wall thickness not less than that required for pipe and
shall meet the requirements of Section 8.
7.2.7 Fitting Dimensions:
TABLE 4 Pipe Dimensions
7.2.7.1 Molded Fittings—See Annex A1.
in.
7.2.7.2 Fabricated fittings are acceptable provided they are
Outside Diameter Minimum Wall Thickness
Nominal
made from pipe that meets or exceeds all of the applicable
A
Size, Out-of-Roundness
Average Type Type
in. requirements of this specification.
Tolerance PS 28 PS 46
min max
7.2.8 Bend Dimensions:
4 4.215 ±0.009 4.165 4.265 0.103 0.120 7.2.8.1 The dimensions for bends shall be as shown inTable
6 6.275 ± 0.011 6.225 6.325 0.153 0.180
2.
8 8.400 ± 0.012 8.325 8.475 0.205 0.240
7.2.8.2 The thickness of
...