ASTM F2510/F2510M-06
(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
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 C 478 and C 913 to annular corrugated profile wall high density polyethylene (HDPE) drainage pipe conforming to AASHTO M252 or Specification F 2306/F 2306M.
1.1.1 These connectors are designed to minimize leakage 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 . 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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Designation: F 2510/F 2510M – 06
Standard Specification for
Resilient Connectors Between Reinforced Concrete Manhole
Structures and Corrugated High Density Polyethylene
Drainage Pipes
This standard is issued under the fixed designation F 2510/F 2510M; 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 (e) indicates an editorial change since the last revision or reapproval.
1. Scope use. It is the responsibility of the user of this standard to
establish appropriate safety and health practices and deter-
1.1 This specification covers the design, material, and mini-
mine the applicability of regulatory limitations prior to use.
mum performance requirements of resilient connectors used
For a specific precaution statement, see 7.2.3.
for connections between reinforced concrete structures con-
forming to Specifications C 478 and C 913 to annular corru-
2. Referenced Documents
gated profile wall high density polyethylene (HDPE) drainage
2.1 ASTM Standards:
pipe conforming to AASHTO M 252 or Specification F 2306/
A 493 Specification for Stainless Steel Wire and Wire Rods
F 2306M.
for Cold Heading and Cold Forging
1.1.1 These connectors are designed to minimize leakage
A 666 Specification for Annealed or Cold-Worked Austen-
between the pipe and manholes or other structures subjected to
itic Stainless Steel Sheet, Strip, Plate, and Flat Bar
internal and external hydrostatic pressures less than 10.8 psi
C 478 Specification for Precast Reinforced Concrete Man-
[74 KPa].
hole Sections
1.1.2 Testing under this standard is limited to hydrostatic
C 822 Terminology Relating to Concrete Pipe and Related
pressures. Alternate air and vacuum pressure testing involve
Products
unique testing protocols and are not addressed under this
C 913 Specification for Precast Concrete Water and Waste-
standard.
water Structures
1.1.3 Testing under this standard is conducted in a labora-
D 624 Test Method for Tear Strength of Conventional
tory as a proof of design certification.Actual field performance
Vulcanized Rubber and Thermoplastic Elastomers
testing would be accomplished and accepted under individual
D 746 Test Method for Brittleness Temperature of Plastics
project performance standards or pipeline acceptance criteria,
and Elastomers by Impact
which is outside the scope of this standard.
D 1566 Terminology Relating to Rubber
NOTE 1—Infiltrationorexfiltrationquantitiesforaninstalledsystemare
F 412 Terminology Relating to Plastic Piping Systems
dependentuponmanyfactorsotherthantheconnectionsbetweenmanhole
F 477 Specification for Elastomeric Seals (Gaskets) for
structures and pipe, and allowable quantities must be covered by other
Joining Plastic Pipe
specifications and suitable testing of the installed pipeline and system.
F 2306/F 2306M Specification for 12 to 60 in. [300 to 1500
NOTE 2—This specification may be applied to other types of plastic
mm] Annular Corrugated Profile-Wall Polyethylene (PE)
drainage pipe. Consult with manufacturer of pipe for applicability to this
standard. Pipe and Fittings for Gravity-Flow Storm Sewer and
Subsurface Drainage Applications
1.2 The values stated in either inch-pound units or SI units
2.2 Other Standards:
are to be regarded separately as standard.Within the text the SI
M 252 Standard Specification for Corrugated Polyethylene
units are shown in brackets. The values stated in each system
Drainage Pipe 75 to 250 mm Diameter
may not be exact equivalents: therefore, each system shall be
used independently of the other. Combining values from the
3. Terminology
two systems may result in non-conformance with the standard.
3.1 Definitions of Terms Specific to This 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
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.
1 3
This test method is under the jurisdiction of ASTM Committee F17 on Plastic Available from American Association of State Highway and Transportation
Piping Systems and is the direct responsibility of Subcommittee F17.20 on Joining. Officials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001,
Current edition approved Dec. 15, 2006. Published January 2007. http://www.transportation.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
F 2510/F 2510M – 06
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 F 412 and D 1566, respectively. filler rings are not prohibited from being used between the pipe
and the connector to provide a seal.
3.1.2 Terms relating to precast concrete manholes and
related products shall be as defined in Terminology C 822 and 5.2 The connector shall be capable of maintaining a resil-
ient, hydrostatic seal under the performance conditions in
as modified in 3.2,3.3, and3.4.
3.2 connector—theentireassemblyincludingresilientseals Section 7. Devices used to effect mechanical seals shall
conform to the requirements specified in Section 4.
and metallic or nonmetallic mechanical devices, if any, used
therein. 5.3 If so fabricated, all pipe stubs installed to allow for
futureconnectiontothemanholeorstructureshallbemechani-
3.3 pipe—the inlet or outlet pipe connected to the manhole.
cally restrained from movement by means of, and in addition
3.4 pipe stub—a short section of pipe, installed in the
to, the resilient connectors. Movement of these optional stubs
structure as an inlet or outlet pipe, for future connection.
will affect the results of the test
4. Materials and Manufacture
6. Basis of Acceptance
4.1 4.1All materials shall conform to the following require-
6.1 For diameter 36 in. [900 mm] and smaller, at least one
ments:
connector shall be tested for each 6 in. [150 mm] increment in
4.1.1 Resilient materials for connectors and filler rings shall
diameter. For diameters larger than 36 in. [900 mm], at least
be manufactured from natural or synthetic rubber and shall
one connector shall be tested for each 12 in. [300 mm]
conform to the requirements prescribed in Specification F 477,
increment in diameter.
Section 6, Low Head Physica
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