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.

General Information

Status
Historical
Publication Date
31-Jul-2011
Technical Committee
Drafting Committee
Current Stage
Ref Project

Relations

Buy Standard

Technical specification
ASTM F2306/F2306M-11 - 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
sale 15% off
Preview
sale 15% off
Preview
Technical specification
REDLINE ASTM F2306/F2306M-11 - 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
sale 15% off
Preview
sale 15% off
Preview

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: F2306/F2306M −11 AnAmerican National Standard
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. Scope* D2122Test Method for Determining Dimensions of Ther-
moplastic Pipe and Fittings
1.1 This specification covers requirements and test methods
D2321PracticeforUndergroundInstallationofThermoplas-
for annular, corrugated profile wall polyethylene pipe and
tic Pipe for Sewers and Other Gravity-Flow Applications
fittings with an interior liner. The nominal inside diameters
D2412Test 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
D2444Test Method for Determination of the Impact Resis-
provide pipe and fittings suitable for underground use for
tance 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-
D3212Specification for Joints for Drain and Sewer Plastic
tion shall be installed in compliance with Practice D2321.
Pipes Using Flexible Elastomeric Seals
1.3 This specification covers pipe and fittings with an
D3350Specification for Polyethylene Plastics Pipe and Fit-
interior liner using a corrugated exterior profile (Fig. 1).
tings Materials
1.4 Units—The values stated in either SI units or inch-
F412Terminology Relating to Plastic Piping Systems
pound units are to be regarded separately as standard. The
F477Specification for Elastomeric Seals (Gaskets) for Join-
values stated in each system may not be exact equivalents;
ing Plastic Pipe
therefore,eachsystemshallbeusedindependentlyoftheother.
F2136Test Method for Notched, Constant Ligament-Stress
Combining values from the two systems may result in non-
(NCLS) Test to Determine Slow-Crack-Growth Resis-
conformance with the standard.
tance of HDPE Resins or HDPE Corrugated Pipe
1.5 The following precautionary caveat pertains only to the 3
2.2 AASHTO Standard:
test method portion, Section 7, of this specification. This
AASHTO LRFDBridge Design Specifications
standard does not purport to address all of the safety concerns,
LRFD, Section 12Bridge Design Specifications Section 12
if any, associated with its use. It is the responsibility of the user
– Buried Structures and Tunnel Liners
of this standard to establish appropriate safety and health
AASHTO M 145: Classification of Soils and Aggregate
practices and determine the applicability of regulatory limita-
Mixtures
tions prior to use.
2.3 Department of Agriculture Standard:
4
Standard 606Soil Conservation Service Engineering
2. Referenced Documents
2
2.4 Federal Standard:
2.1 ASTM Standards:
5
Fed. Std. No. 123Marking for Shipment (Civil Agencies)
D618Practice for Conditioning Plastics for Testing
D1600TerminologyforAbbreviatedTermsRelatingtoPlas-
2.5 Military Standard:
5
tics
MIL-STD-129 Marking for Shipment and Storage
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, 2011. Published August 2011. Originally Officials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001,
approved in 2005. Last previous edition approved in 2008 as F2306/F2306M-08. http://www.transportation.org.
4
DOI: 10.1520/F2306_F2306M-11. 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.
*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 ----------------------
F2306/F2306M − 11
FIG. 1 Typical Annular Corrugated Pipe Profile
3. Terminology scribed
...

This document is not anASTM standard and is intended only to provide the user of anASTM 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–08 Designation: F2306/F2306M – 11
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*
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 ofThermoplastic Pipe and Fittings by Means of aTup (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 AASHTO LRFD Bridge Design Specifications Section 12 – Buried Structures and Tunnel Liners Bridge
Design Specifications Section 12 – Buried Structures and Tunnel Liners
AASHTO M 145 : Classification of Soils and Aggregate Mixtures
2.3 Department of Agriculture 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 Dec.Aug. 1, 2008.2011. Published January 2009.August 2011. Originally approved in 2005. Last previous edition approved in 20072008 as
F2306/F2306M-078. DOI: 10.1520/F2306_F2306M-0811.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at service@astm.org. For Annual Book ofASTM 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 ----------------------
F2306/F2306M – 11
FIG. 1 Typical Annular Corrugated Pipe Profile
4
Standard 606 Soil Conservation Service Engineering
2.4 Federal Standard:
5
...

Questions, Comments and Discussion

Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.