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 Units—The values stated in either SI units or inch-pound units are to be regarded separately as standard. 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.
1.5 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.

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ASTM F2306/F2306M-08 - 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
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Technical specification
REDLINE ASTM F2306/F2306M-08 - 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: F2306/F2306M – 08
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
ThisstandardisissuedunderthefixeddesignationF2306/F2306M;thenumberimmediatelyfollowingthedesignationindicatestheyear
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 D1600 Terminology for Abbreviated Terms Relating to
Plastics
1.1 This specification covers requirements and test methods
D2122 Test Method for Determining Dimensions of Ther-
for annular, corrugated profile wall polyethylene pipe and
moplastic Pipe and Fittings
fittings with an interior liner. The nominal inside diameters
D2321 Practice for Underground Installation of Thermo-
covered are 12 to 60 in. [300 to 1500 mm].
plastic Pipe for Sewers and Other Gravity-Flow Applica-
1.2 The requirements of this specification are intended to
tions
provide pipe and fittings suitable for underground use for
D2412 Test Method for Determination of External Loading
gravity-flow storm sewer and subsurface drainage systems.
Characteristics of Plastic Pipe by Parallel-Plate Loading
NOTE 1—Pipe and fittings produced in accordance with this specifica-
D2444 Test Method for Determination of the Impact Resis-
tion shall be installed in compliance with Practice D2321.
tance of Thermoplastic Pipe and Fittings by Means of a
1.3 This specification covers pipe and fittings with an
Tup (Falling Weight)
interior liner using a corrugated exterior profile (Fig. 1).
D3212 Specification for Joints for Drain and Sewer Plastic
1.4 Units—The values stated in either SI units or inch-
Pipes Using Flexible Elastomeric Seals
pound units are to be regarded separately as standard. The
D3350 Specification for Polyethylene Plastics Pipe and
values stated in each system may not be exact equivalents;
Fittings Materials
therefore,eachsystemshallbeusedindependentlyoftheother.
F412 Terminology Relating to Plastic Piping Systems
Combining values from the two systems may result in non-
F477 SpecificationforElastomericSeals(Gaskets)forJoin-
conformance with the standard.
ing Plastic Pipe
1.5 The following precautionary caveat pertains only to the
F2136 Test Method for Notched, Constant Ligament-Stress
test method portion, Section 7, of this specification. This
(NCLS) Test to Determine Slow-Crack-Growth Resistance
standard does not purport to address all of the safety concerns,
of HDPE Resins or HDPE Corrugated Pipe
if any, associated with its use. It is the responsibility of the user
2.2 AASHTO Standard:
of this standard to establish appropriate safety and health
LRFD, Section 12 AASHTO LRFD Bridge Design Speci-
practices and determine the applicability of regulatory limita-
fications Section 12 – Buried Structures and Tunnel
3
tions prior to use.
Liners
2.3 Department of Agriculture Standard:
2. Referenced Documents
4
Standard 606 Soil Conservation Service Engineering
2
2.1 ASTM Standards:
2.4 Federal Standard:
5
D618 Practice for Conditioning Plastics for Testing
Fed. Std. No. 123 Marking for Shipment (Civil Agencies)
2.5 Military Standard:
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 Dec. 1, 2008. Published January 2009. Originally Officials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001,
approved in 2005. Last previous edition approved in 2007 as F2306/F2306M-07. http://www.transportation.org.
4
DOI: 10.1520/F2306_F2306M-08. AvailablefromU.S.GovernmentPrintingOfficeSuperintendentofDocuments,
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or 732 N. Capitol St., NW, Mail Stop: SDE, Washington, DC 20401.
5
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.
1

---------------------- Page: 1 ----------------------
F2306/F2306M – 08
FIG. 1 Typical Annular Corrugated Pipe Profile
5
MIL-STD-129 Marking for Shipment and Storage ligament stress (NCLS) test according to the procedure de-
scribed in 7.8. The average failure time of the five test
3. Terminology
specimens shall exceed
...

This document is not an ASTM standard and is intended only to provide the user of an ASTM 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:F2306/F2306M–07 Designation: F 2306/F 2306M – 08
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 (´) indicates an editorial change since the last revision or reapproval.
1. 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 Units—The values stated in either inch-poundSI units or SIinch-pound 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.
1.5 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.
2. Referenced Documents
2
2.1 ASTM Standards:
D 618 Practice for Conditioning Plastics for Testing
D 1600 Terminology for Abbreviated Terms Relating to Plastics
D 2122 Test Method for Determining Dimensions of Thermoplastic Pipe and Fittings
D 2321 Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow Applications
D 2412 Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel-Plate Loading
D 2444 Test Method for Determination of the Impact Resistance ofThermoplastic Pipe and Fittings by Means of aTup (Falling
Weight)
D 3212 Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals
D 3350 Specification for Polyethylene Plastics Pipe and Fittings Materials
F 412 Terminology Relating to Plastic Piping Systems
F 477 Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe
F 2136 Test Method for Notched, Constant Ligament-Stress (NCLS) Test to Determine Slow-Crack-Growth Resistance of
HDPE Resins or HDPE Corrugated Pipe
2.2 AASHTO Standard:
3
LRFD, Section 12 AASHTO LRFD Bridge Design Specifications Section 12 – Buried Structures and Tunnel Liners
2.3 Department of Agriculture Standard:
4
Standard 606 Soil Conservation Service Engineering
2.4 Federal Standard:
1
This specification is under the jurisdiction of ASTM Committee F17 on Plastic Piping Systems and is the direct responsibility of Subcommittee F17.62 on Sewer.
Current edition approved Aug.Dec. 1, 2007.2008. Published August 2007.January 2009. Originally approved in 2005. Last previous edition approved in 20052007 as
F 2306/F 2306M-057.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
3
Available from American Association of State Highway and Transportation Officials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001,
http://www.transportation.org.
4
Available from U.S. Government Printing Office Superintendent of Documents, 732 N. Capitol St., NW, Mail Stop: SDE, Washington, DC 20401.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
F 2306/F 2306M – 08
FIG. 1 Typical Annular Corrugated Pipe Profile
5
Fed. Std. No. 123 Marking for Sh
...

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