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 D2321.  
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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Historical
Publication Date
31-Oct-2014
Technical Committee
Drafting Committee
Current Stage
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ASTM F2306/F2306M-14e1 - 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-14e1 - 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
7 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
´1
Designation: F2306/F2306M −14
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.Anumber in parentheses indicates the year of last reapproval.
A superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1
ε NOTE—Table 1 was editorially corrected in March 2015.
1. Scope* D1600TerminologyforAbbreviatedTermsRelatingtoPlas-
tics
1.1 This specification covers requirements and test methods
D2122Test 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
D2321PracticeforUndergroundInstallationofThermoplas-
covered are 12 to 60 in. [300 to 1500 mm].
tic Pipe for Sewers and Other Gravity-Flow Applications
1.2 The requirements of this specification are intended to
D2412Test Method for Determination of External Loading
provide pipe and fittings suitable for underground use for
Characteristics of Plastic Pipe by Parallel-Plate Loading
gravity-flow storm sewer and subsurface drainage systems.
D2444Test Method for Determination of the Impact Resis-
NOTE 1—Pipe and fittings produced in accordance with this specifica-
tance of Thermoplastic Pipe and Fittings by Means of a
tion shall be installed in compliance with Practice D2321.
Tup (Falling Weight)
1.3 This specification covers pipe and fittings with an
D3212Specification for Joints for Drain and Sewer Plastic
interior liner using a corrugated exterior profile (Fig. 1).
Pipes Using Flexible Elastomeric Seals
D3350Specification for Polyethylene Plastics Pipe and Fit-
1.4 Units—The values stated in either SI units or inch-
pound units are to be regarded separately as standard. The tings Materials
F412Terminology Relating to Plastic Piping Systems
values stated in each system may not be exact equivalents;
therefore,eachsystemshallbeusedindependentlyoftheother. F477Specification for Elastomeric Seals (Gaskets) for Join-
ing Plastic Pipe
Combining values from the two systems may result in non-
F2136Test Method for Notched, Constant Ligament-Stress
conformance with the standard.
(NCLS) Test to Determine Slow-Crack-Growth Resis-
1.5 The following precautionary caveat pertains only to the
tance of HDPE Resins or HDPE Corrugated Pipe
test method portion, Section 7, of this specification. This
3
2.2 AASHTO Standard:
standard does not purport to address all of the safety concerns,
AASHTO LRFDBridge Design Specifications
if any, associated with its use. It is the responsibility of the user
LRFD, Section 12Bridge Design Specifications Section 12
of this standard to establish appropriate safety and health
– Buried Structures and Tunnel Liners
practices and determine the applicability of regulatory limita-
AASHTO M 145: Classification of Soils and Aggregate
tions prior to use.
Mixtures
2. Referenced Documents
2.3 Department of Agriculture Standard:
4
2
Standard 606Soil Conservation Service Engineering
2.1 ASTM Standards:
2.4 Federal Standard:
D618Practice for Conditioning Plastics for Testing
5
Fed. Std. No. 123Marking for Shipment (Civil Agencies)
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 Nov. 1, 2014. Published December 2014. Originally Officials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001,
approved in 2005. Last previous edition approved in 2013 as F2306/F2306M– 13. http://www.transportation.org.
4
DOI: 10.1520/F2306_F2306M-14E01. 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. http://
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM www.gpo.gov/about/bookstore.htm
5
Standards volume information, refer to the standard’s Document Summary page on DLA Document Services Building 4/D 700 Robbins Avenue Philadelphia, PA
the ASTM website. 19111-5094 http://quicksearch.dla.mil/
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
´1
F2306/F2306M − 14
FIG. 1 Typical Annular Corrugated Pipe Profile
2.5 Military Standard: 5.1.1 Pipe and Blow-Molded Fittings
...

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.
´1
Designation: F2306/F2306M − 14 F2306/F2306M − 14
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 F2306/F2306M; 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
ε NOTE—Table 1 was editorially corrected in March 2015.
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 D2321.
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.
2. Referenced Documents
2
2.1 ASTM Standards:
D618 Practice for Conditioning Plastics for Testing
D1600 Terminology for Abbreviated Terms Relating to Plastics
D2122 Test Method for Determining Dimensions of Thermoplastic Pipe and Fittings
D2321 Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow Applications
D2412 Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel-Plate Loading
D2444 Test Method for Determination of the Impact Resistance of Thermoplastic Pipe and Fittings by Means of a Tup (Falling
Weight)
D3212 Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals
D3350 Specification for Polyethylene Plastics Pipe and Fittings Materials
F412 Terminology Relating to Plastic Piping Systems
F477 Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe
F2136 Test Method for Notched, Constant Ligament-Stress (NCLS) Test to Determine Slow-Crack-Growth Resistance of HDPE
Resins or HDPE Corrugated Pipe
3
2.2 AASHTO Standard:
AASHTO LRFD Bridge Design Specifications
LRFD, Section 12 Bridge Design Specifications Section 12 – Buried Structures and Tunnel Liners
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 Nov. 1, 2014. Published December 2014. Originally approved in 2005. Last previous edition approved in 2013 as F2306/F2306M-13. DOI:
10.1520/F2306_F2306M-14.10.1520/F2306_F2306M-14E01.
2
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 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.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
´1
F2306/F2306M − 14
FIG. 1 Typical Annular Corrugated Pipe Profile
AASHTO M 145 : Classification of Soils and Aggregate Mixtures
2.3 Department of Agriculture Standard:
4
Standard 606 Soil Conservation Service Engineering
2.4 Federal Standard:
5
Fed. Std. No. 123 Marking for Shipment (C
...

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