Standard Specification for 12 to 60 in. [300 to 1500 mm] Annular Corrugated Profile-Wall Polyethylene (PE) Pipe and Fittings for Gravity-Flow Storm Sewer and Subsurface Drainage Applications

ABSTRACT
This specification covers requirements and test methods for annular, corrugated profile wall polyethylene pipe and fittings with an interior liner. The pipe and blow-molded fittings shall be made of virgin PE plastic compound having a cell classification 435400C or 435400 and its carbon black content shall not exceed 4 %. Compounds used in the manufacture of rotationally molded fittings and couplings shall be virgin PE having a cell classification of 213320C or 213320E and its carbon black content shall not exceed 4%. On the other hand, compounds used in the manufacture of injection molded fittings and couplings shall be made of virgin PE plastic compound having a cell classification 414420C or 414420E and its carbon black content shall not exceed 4 %. Different tests and measurements shall be performed in order to determine the following properties of pipes: inside diameter, length, minimum inner-liner thickness, perforations, stiffness, flattening, and impact resistance. The pipe and fittings shall be homogeneous throughout and be as uniform as commercially practical in color, opacity, and density. The pipe walls shall be free of cracks, holes, blisters, voids, foreign inclusions, or other defects that are visible to the naked eye and that may affect the wall integrity. The ends shall be cut cleanly and squarely. Holes intentionally placed in perforated pipe are acceptable.
SCOPE
1.1 This specification covers requirements and test methods for annular, corrugated profile wall polyethylene pipe and fittings with an interior liner. The nominal inside diameters covered are 12 to 60 in. [300 to 1500 mm].
1.2 The requirements of this specification are intended to provide pipe and fittings suitable for underground use for gravity-flow storm sewer and subsurface drainage systems.Note 1
Pipe and fittings produced in accordance with this specification shall be installed in compliance with Practice D 2321.
1.3 This specification covers pipe and fittings with an interior liner using a corrugated exterior profile (Fig 1).
1.4 UnitsThe values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text the SI units are shown in brackets. The values stated in each system may not be exact equivalents: therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.
The following precautionary caveat pertains only to the test method portion, Section 7, 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-Jul-2007
Technical Committee
Drafting Committee
Current Stage
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ASTM F2306/F2306M-07 - Standard Specification for 12 to 60 in. [300 to 1500 mm] Annular Corrugated Profile-Wall Polyethylene (PE) Pipe and Fittings for Gravity-Flow Storm Sewer and Subsurface Drainage Applications
English language
6 pages
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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 2306/F 2306M – 07
Standard Specification for
12 to 60 in. [300 to 1500 mm] Annular Corrugated Profile-
Wall Polyethylene (PE) Pipe and Fittings for Gravity-Flow
1
Storm Sewer and Subsurface Drainage Applications
This standard is issued under the fixed designation F 2306/F 2306M; 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 moplastic Pipe and Fittings
D 2321 Practice for Underground Installation of Thermo-
1.1 This specification covers requirements and test methods
plastic Pipe for Sewers and Other Gravity-Flow Applica-
for annular, corrugated profile wall polyethylene pipe and
tions
fittings with an interior liner. The nominal inside diameters
D 2412 Test Method for Determination of External Loading
covered are 12 to 60 in. [300 to 1500 mm].
Characteristics of Plastic Pipe by Parallel-Plate Loading
1.2 The requirements of this specification are intended to
D 2444 Test Method for Determination of the Impact Re-
provide pipe and fittings suitable for underground use for
sistance of Thermoplastic Pipe and Fittings by Means of a
gravity-flow storm sewer and subsurface drainage systems.
Tup (Falling Weight)
NOTE 1—Pipe and fittings produced in accordance with this specifica-
D 3212 Specification for Joints for Drain and Sewer Plastic
tion shall be installed in compliance with Practice D 2321.
Pipes Using Flexible Elastomeric Seals
1.3 This specification covers pipe and fittings with an
D 3350 Specification for Polyethylene Plastics Pipe and
interior liner using a corrugated exterior profile (Fig. 1).
Fittings Materials
1.4 Units—The values stated in either inch-pound units or
F 412 Terminology Relating to Plastic Piping Systems
SI units are to be regarded separately as standard. Within the
F 477 Specification for Elastomeric Seals (Gaskets) for
text the SI units are shown in brackets. The values stated in
Joining Plastic Pipe
each system may not be exact equivalents: therefore, each
F 2136 Test Method for Notched, Constant Ligament-Stress
system shall be used independently of the other. Combining
(NCLS) Test to Determine Slow-Crack-Growth Resistance
values from the two systems may result in non-conformance
of HDPE Resins or HDPE Corrugated Pipe
with the standard.
2.2 AASHTO Standard:
1.5 The following precautionary caveat pertains only to the
LRFD, Section 12 AASHTO LRFD Bridge Design Speci-
test method portion, Section 7, of this specification. This
fications Section 12 – Buried Structures and Tunnel
3
standard does not purport to address all of the safety concerns,
Liners
if any, associated with its use. It is the responsibility of the user
2.3 Department of Agriculture Standard:
4
of this standard to establish appropriate safety and health
Standard 606 Soil Conservation Service Engineering
practices and determine the applicability of regulatory limita-
2.4 Federal Standard:
5
tions prior to use.
Fed. Std. No. 123 Marking for Shipment (Civil Agencies)
2.5 Military Standard:
2. Referenced Documents
5
MIL-STD-129 Marking for Shipment and Storage
2
2.1 ASTM Standards:
3. Terminology
D 618 Practice for Conditioning Plastics for Testing
D 1600 Terminology for Abbreviated Terms Relating to
3.1 Definitions—Definitions are in accordance with Termi-
Plastics
nology F 412 and abbreviations are in accordance with Termi-
D 2122 Test Method for Determining Dimensions of Ther-
nology D 1600, unless otherwise specified. The abbreviation
for polyethylene is PE.
1
This specification is under the jurisdiction ofASTM Committee F17 on Plastic
3
Piping Systems and is the direct responsibility of Subcommittee F17.62 on Sewer. Available from American Association of State Highway and Transportation
Current edition approved Aug. 1, 2007. Published August 2007. Originally Officials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001,
approved in 2005. Last previous edition approved in 2005 as F 2306/F 2306M-05. http://www.transportation.org.
2 4
For referenced ASTM standards, visit the ASTM website, www.astm.org, or AvailablefromU.S.GovernmentPrintingOfficeSuperintendentofDocuments,
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM 732 N. Capitol St., NW, Mail Stop: SDE, Washington, DC 20401.
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Standards volume information, refer to the standard’s Document Summary page on Available from Standardization Documents Order Desk, DODSSP, Bldg. 4,
the ASTM website. Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
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