ASTM F2510/F2510M-07(2013)
(Specification)Standard Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures and Corrugated High Density Polyethylene Drainage Pipes
Standard Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures and Corrugated High Density Polyethylene Drainage 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 pipe conforming to AASHTO M252 or Specification F2306/F2306M.
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 and health practices and determine the applicability of regulatory limitations prior to use. For a specific precaution statement, see 7.2.3.
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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
Designation:F2510/F2510M −07 (Reapproved 2013) An American National Standard
Standard Specification for
Resilient Connectors Between Reinforced Concrete Manhole
Structures and Corrugated High Density Polyethylene
Drainage 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 to address all of the safety concerns, if any, associated with its
use. It is the responsibility of the user of this standard to
1.1 This specification covers the design, material, and mini-
establish appropriate safety and health practices and deter-
mum performance requirements of resilient connectors used
mine the applicability of regulatory limitations prior to use.
for connections between reinforced concrete structures con-
For a specific precaution statement, see 7.2.3.
formingtoSpecificationsC478andC913toannularcorrugated
profile wall high density polyethylene (HDPE) drainage pipe
2. Referenced Documents
conforming to AASHTO M252 or Specification F2306/
F2306M. 2.1 ASTM Standards:
1.1.1 These connectors are designed to provide a positive A493 Specification for Stainless Steel Wire and Wire Rods
seal between the pipe and manholes or other structures for Cold Heading and Cold Forging
subjected to internal and external hydrostatic pressures less A666 Specification forAnnealed or Cold-WorkedAustenitic
than 10.8 psi [74 KPa]. Stainless Steel Sheet, Strip, Plate, and Flat Bar
1.1.2 Testing under this standard is limited to hydrostatic C478 Specification for Circular Precast Reinforced Concrete
pressures. Alternate air and vacuum pressure testing involve Manhole Sections
unique testing protocols and are not addressed under this C822 Terminology Relating to Concrete Pipe and Related
standard. Products
1.1.3 Testing under this standard is conducted in a labora- C913 Specification for Precast Concrete Water and Waste-
tory as a proof of design certification.Actual field performance water Structures
D624 Test Method for Tear Strength of Conventional Vul-
testing would be accomplished and accepted under individual
project performance standards or pipeline acceptance criteria, canized Rubber and Thermoplastic Elastomers
which is outside the scope of this standard. D746 Test Method for Brittleness Temperature of Plastics
and Elastomers by Impact
NOTE1—Infiltrationorexfiltrationquantitiesforaninstalledsystemare
D1566 Terminology Relating to Rubber
dependentuponmanyfactorsotherthantheconnectionsbetweenmanhole
F412 Terminology Relating to Plastic Piping Systems
structures and pipe, and allowable quantities must be covered by other
specifications and suitable testing of the installed pipeline and system.
F477 Specification for Elastomeric Seals (Gaskets) for Join-
NOTE 2—This specification may be applied to other types of plastic
ing Plastic Pipe
drainage pipe. Consult with manufacturer of pipe for applicability to this
F2306/F2306M Specification for 12 to 60 in. [300 to 1500
standard.
mm] Annular Corrugated Profile-Wall Polyethylene (PE)
1.2 The values stated in either inch-pound units or SI units
Pipe and Fittings for Gravity-Flow Storm Sewer and
are to be regarded separately as standard.Within the text the SI
Subsurface Drainage Applications
units are shown in brackets. The values stated in each system
2.2 Other Standards:
may not be exact equivalents: therefore, each system shall be
M 252 Standard Specification for Corrugated Polyethylene
used independently of the other. Combining values from the
Drainage Pipe 75 to 250 mm Diameter
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
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
This specification is under the jurisdiction ofASTM Committee F17 on Plastic Standards volume information, refer to the standard’s Document Summary page on
Piping Systems and is the direct responsibility of Subcommittee F17.20 on Joining. the ASTM website.
Current edition approved Feb. 1, 2013. Published February 2013. Originally Available from American Association of State Highway and Transportation
approved in 2006. Last previous edition approved in 2007 as F2510/F2510M–07. Officials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001,
DOI: 10.1520/F2510_F2510M-07R13. http://www.transportation.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
F2510/F2510M−07 (2013)
3. Terminology 5.1.2 The seal between the connector and the pipe shall be
made by mechanical means or by compression of the resilient
3.1 Definitions of Terms Specific to This Standard:
material against the outside of the pipe.
3.1.1 Terms relating to plastics and rubber shall be as
5.1.3 Due to the corrugated outer wall of the pipe, resilient
defined in Terminologies F412 and D1566, respectively.
filler rings are not prohibited from being used between the pipe
3.1.2 Terms relating to precast concrete manholes and
and the connector to provide a seal.
related products shall be as defined in Terminology C822 and
as modified in 3.2,3.3, and3.4. 5.2 The connector shall be capable of maintaining a
3.2 connector—the entire assembly including resilient seals resilient, hydrostatic seal under the performance conditions in
and metallic or nonmetallic mechanical devices, if any, used Section 7. Devices used to effect mechanical seals shall
therein. conform to the requirements specified in Section 4.
3.3 pipe—the inlet or outlet pipe connected to the manhole.
5.3 If so fabricated, all pipe stubs installed to allow for
futureconnectiontothemanholeorstructureshallbemechani-
3.4 pipe stub—a short section of pipe, installed in the
cally restrained from movement by means of, and in addition
structure as an inlet or outlet pipe, for future connection.
to, the resilient connectors. Movement of these optional stubs
will affect the results of the test
4. Materials and Manufacture
4.1 All materials shall conform to the following require-
6. Basis of Acceptance
ments:
6.1 For diameter 36 in. [900 mm] and smaller, at least one
4.1.1 Resilient materials for connectors and filler rings shall
connector shall be tested for each 6 in. [150 mm] increment in
be manufactured from natural or synthetic rubber and shall
diameter. For diameters larger than 36 in. [900 mm], at least
conform to the requirements prescribed in Specification F477,
one connector shall be tested for each 12 in. [300 mm]
Section 6, Low Head Physical Requirements for Elastomeric
increment in diameter.
Seals for Plastic Pipe.
6.2 The acceptability of the resilient connector shal
...
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