ASTM F2510/F2510M-17

Standard Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures and Corrugated Dual- and Triple-Wall Polyethylene and Polypropylene Pipes

ABSTRACT
This specification covers the design, material, and minimum performance requirements of resilient connectors used for connections between reinforced concrete manhole structures and corrugated high density polyethylene drainage pipes. These connectors are designed to provide a positive seal between the pipe and manholes or other structures subjected to internal and external hydrostatic pressures. The design of the connector shall be such that positive seal is accomplished at two locations: (1) between the connector and the wall of the manhole or structure and (2) between the connector and the pipe. The connectors shall be tested for hydrostatic pressure test to meet the requirements prescribed.
SCOPE
1.1 This specification covers the design, material, and minimum performance requirements of resilient connectors used for connections between reinforced concrete structures conforming to Specifications C478 and C913 to annular corrugated profile wall high density polyethylene (HDPE) drainage and sewer pipe conforming to AASHTO M252, M294, and M330 or Specifications F2306/F2306M, F2648/F2648M, F2736, F2763, F2764/F2764M, and F2947/F2947M.  
1.1.1 These connectors are designed to provide a positive seal between the pipe and manholes or other structures subjected to internal and external hydrostatic pressures less than 10.8 psi [74 KPa].  
1.1.2 Testing under this standard is limited to hydrostatic pressures. Alternate air and vacuum pressure testing involve unique testing protocols and are not addressed under this standard.  
1.1.3 Testing under this standard is conducted in a laboratory as a proof of design certification. Actual field performance testing would be accomplished and accepted under individual project performance standards or pipeline acceptance criteria, which is outside the scope of this standard.
Note 1: Infiltration or exfiltration quantities for an installed system are dependent upon many factors other than the connections between manhole structures and pipe, and allowable quantities must be covered by other specifications and suitable testing of the installed pipeline and system.
Note 2: This specification may be applied to other types of plastic drainage pipe. Consult with manufacturer of pipe for applicability to this standard.  
1.2 The 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.  
1.3 The following precautionary caveat pertains only to the test methods portion, Section 7. 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. For a specific precaution statement, see 7.2.3.  
1.4 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

General Information

• Status: Historical
• Publication Date: 30-Nov-2017
• ICS: 93.030 - External sewage systems
• Technical Committee: F17 - Plastic Piping Systems
• Drafting Committee: F17.20 - Joining

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:F2510/F2510M −17 An American National Standard
Standard Specification for
Resilient Connectors Between Reinforced Concrete Manhole
Structures and Corrugated Dual- and Triple-Wall
1
Polyethylene and Polypropylene Pipes
ThisstandardisissuedunderthefixeddesignationF2510/F2510M;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* 1.3 The following precautionary caveat pertains only to the
test methods portion, Section 7. This standard does not purport
1.1 This specification covers the design, material, and mini-
to address all of the safety concerns, if any, associated with its
mum performance requirements of resilient connectors used
use. It is the responsibility of the user of this standard to
for connections between reinforced concrete structures con-
establish appropriate safety, health, and environmental prac-
formingtoSpecificationsC478andC913toannularcorrugated
tices and determine the applicability of regulatory limitations
profile wall high density polyethylene (HDPE) drainage and
prior to use. For a specific precaution statement, see 7.2.3.
sewer pipe conforming to AASHTO M252, M294, and M330
1.4 This international standard was developed in accor-
or Specifications F2306/F2306M, F2648/F2648M, F2736,
dance with internationally recognized principles on standard-
F2763, F2764/F2764M, and F2947/F2947M.
ization established in the Decision on Principles for the
1.1.1 These connectors are designed to provide a positive
Development of International Standards, Guides and Recom-
seal between the pipe and manholes or other structures
mendations issued by the World Trade Organization Technical
subjected to internal and external hydrostatic pressures less
Barriers to Trade (TBT) Committee.
than 10.8 psi [74 KPa].
1.1.2 Testing under this standard is limited to hydrostatic
2. Referenced Documents
pressures. Alternate air and vacuum pressure testing involve
2
2.1 ASTM Standards:
unique testing protocols and are not addressed under this
A493 Specification for Stainless Steel Wire and Wire Rods
standard.
for Cold Heading and Cold Forging
1.1.3 Testing under this standard is conducted in a labora-
A666 Specification forAnnealed or Cold-WorkedAustenitic
tory as a proof of design certification.Actual field performance
Stainless Steel Sheet, Strip, Plate, and Flat Bar
testing would be accomplished and accepted under individual
C478 Specification for Circular Precast Reinforced Concrete
project performance standards or pipeline acceptance criteria,
Manhole Sections
which is outside the scope of this standard.
C822 Terminology Relating to Concrete Pipe and Related
NOTE1—Infiltrationorexfiltrationquantitiesforaninstalledsystemare
Products
dependentuponmanyfactorsotherthantheconnectionsbetweenmanhole
C913 Specification for Precast Concrete Water and Waste-
structures and pipe, and allowable quantities must be covered by other
water Structures
specifications and suitable testing of the installed pipeline and system.
NOTE 2—This specification may be applied to other types of plastic
D624 Test Method for Tear Strength of Conventional Vul-
drainage pipe. Consult with manufacturer of pipe for applicability to this
canized Rubber and Thermoplastic Elastomers
standard.
D746 Test Method for Brittleness Temperature of Plastics
1.2 The values stated in either inch-pound units or SI units
and Elastomers by Impact
are to be regarded separately as standard.Within the text the SI
D1566 Terminology Relating to Rubber
units are shown in brackets. The values stated in each system
F412 Terminology Relating to Plastic Piping Systems
may not be exact equivalents: therefore, each system shall be
F477 Specification for Elastomeric Seals (Gaskets) for Join-
used independently of the other. Combining values from the
ing Plastic Pipe
two systems may result in non-conformance with the standard.
F2306/F2306M Specification for 12 to 60 in. [300 to 1500
mm] Annular Corrugated Profile-Wall Polyethylene (PE)
1
This specification is under the jurisdiction ofASTM Committee F17 on Plastic
2
Piping Systems and is the direct responsibility of Subcommittee F17.20 on Joining. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Current edition approved Dec. 1, 2017. Published February 2018. Originally contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM
approved in 2006. Last previous edition approved in 2013 as F2510/F2510M–07 Standards volume information, refer to the standard’s Document Summary page on
(2013). DOI: 10.1520/F2510_F2510M-17. the ASTM website.
*A Summary of Changes section appears at the end of this standard
...

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.
Designation: F2510/F2510M − 07 (Reapproved 2013) F2510/F2510M − 17 An American National Standard
Standard Specification for
Resilient Connectors Between Reinforced Concrete Manhole
Structures and Corrugated High Density Polyethylene
Drainage Dual- and Triple-Wall Polyethylene and
1
Polypropylene Pipes
This standard is issued under the fixed designation F2510/F2510M; 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 Scope*
1.1 This specification covers the design, material, and minimum performance requirements of resilient connectors used for
connections between reinforced concrete structures conforming to Specifications C478 and C913 to annular corrugated profile wall
high density polyethylene (HDPE) drainage and sewer pipe conforming to AASHTO M252 or SpecificationM252, M294, and
M330 or Specifications F2306/F2306M, F2648/F2648M, F2736, F2763, F2764/F2764M, and F2947/F2947M.
1.1.1 These connectors are designed to provide a positive seal between the pipe and manholes or other structures subjected to
internal and external hydrostatic pressures less than 10.8 psi [74 KPa].
1.1.2 Testing under this standard is limited to hydrostatic pressures. Alternate air and vacuum pressure testing involve unique
testing protocols and are not addressed under this standard.
1.1.3 Testing under this standard is conducted in a laboratory as a proof of design certification. Actual field performance testing
would be accomplished and accepted under individual project performance standards or pipeline acceptance criteria, which is
outside the scope of this standard.
NOTE 1—Infiltration or exfiltration quantities for an installed system are dependent upon many factors other than the connections between manhole
structures and pipe, and allowable quantities must be covered by other specifications and suitable testing of the installed pipeline and system.
NOTE 2—This specification may be applied to other types of plastic drainage pipe. Consult with manufacturer of pipe for applicability to this standard.
1.2 The 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.
1.3 The following precautionary caveat pertains only to the test methods portion, Section 7. 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 safety, health, and healthenvironmental practices and determine the applicability of regulatory limitations prior
to use. For a specific precaution statement, see 7.2.3.
1.4 This international standard was developed in accordance with internationally recognized principles on standardization
established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued
by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
2. Referenced Documents
2
2.1 ASTM Standards:
A493 Specification for Stainless Steel Wire and Wire Rods for Cold Heading and Cold Forging
A666 Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar
C478 Specification for Circular Precast Reinforced Concrete Manhole Sections
C822 Terminology Relating to Concrete Pipe and Related Products
C913 Specification for Precast Concrete Water and Wastewater Structures
D624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
1
This specification is under the jurisdiction of ASTM Committee F17 on Plastic Piping Systems and is the direct responsibility of Subcommittee F17.20 on Joining.
Current edition approved Feb. 1, 2013Dec. 1, 2017. Published February 2013.February 2018. Originally approved in 2006. Last previous edition approved in 20072013
as F2510/F2510M–07. –07 (2013). DOI: 10.1520/F2510_F2510M-07R13.10.1520/F2510_F2510M-17.
2
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 t
...