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ASTM F2510/F2510M-07

(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 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 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.

General Information

Status
Historical
Publication Date
14-May-2007
ICS
93.030 - External sewage systems
Technical Committee
F17 - Plastic Piping Systems
Drafting Committee
F17.20 - Joining
Current Stage
Ref Project

Relations

Replaces
ASTM F2510/F2510M-06 - Standard Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures and Corrugated High Density Polyethylene Drainage Pipes
Effective Date
15-May-2007
Replaced By
ASTM F2510/F2510M-07(2013) - Standard Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures and Corrugated High Density Polyethylene Drainage Pipes
Effective Date
01-Feb-2013
Referred By
ASTM C1821/C1821M-16(2021)e1 - Standard Practice for Installation of Underground Circular Precast Concrete Manhole Structures
Effective Date
15-May-2007

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ASTM F2510/F2510M-07 - Standard Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures and Corrugated High Density Polyethylene Drainage PipesASTM F2510/F2510M-07 - Standard Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures and Corrugated High Density Polyethylene Drainage Pipes
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ASTM F2510/F2510M-07 - Standard Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures and Corrugated High Density Polyethylene Drainage Pipes
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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 AnAmerican National Standard
Standard Specification for
Resilient Connectors Between Reinforced Concrete Manhole
Structures and Corrugated High Density Polyethylene
1
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/
2
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 Precast Reinforced Concrete Man-
pressures. Alternate air and vacuum pressure testing involve hole 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
3
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
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
1
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.
3
Current edition approved May 15, 2007. Published May 2007. Originally Available from American Association of State Highway and Transportation
approved in 2006. Last previous edition approved in 2006 as F2510/F2510M–06. Officials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001,
DOI: 10.1520/F2510_F2510M-07. http://www.transportation.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

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FIG. 1 Typical Annular Corrugated Pipe Profile  
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(1) Structural designs resulting in poor acoustic coupling,
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4.2.3 Due to physics associated with acoustics and trade-offs in equipment design for conducting transmissive acoustic inspection, there are limitations based on the following pipe segment attributes:
(1) Pipe diameter,
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Inspections conducted outside the manufacturer’s recommended ranges for these pipe segment attributes may result in the transmissive acoustic blockage assessment deviating from the performance criteria specified in X1.5...
SCOPE
1.1 This practice covers procedures for assessing the blockage within gravity-fed sewer pipes using transmissive acoustics for the purpose of prioritizing sewer pipe cleaning operations.2 The assessment is based on an acoustic receiver measuring the acoustic plane wave transmitted through the pipe segment under test in order to evaluate the blockage condition of an entire segment and to provide an onsite assessment of the blockage within the pipe segment. (1, 2, 3, 4, 5)3  
1.2 The scope of this practice covers the use of the transmissive acoustic inspection as a screening tool. The blockage assessment provided by the acoustic inspection should be used to identify and prioritize pipe segments requiring further maintenance action such as cleaning or visual inspection, or both. Thereby, also identifying the pipe segments which are sufficiently clean and do not require additional maintenance action.  
1.3 This standard practice does not address structural issues with the pipe wall.  
1.4 The inspection process requires access to the manhole (MH) from ground level. It does not require physical access to the sewer line by either the equipment or the operator.  
1.5 This standard practice applies to all types of pipe material.  
1.6 The inspection process requires access to sewers and operations along roadways or other locations that are safety hazards. This standard does not describe the hazards likely to be encountered or the safety procedures that must be carried out when operating in these hazardous environments.  
1.7 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
1.8 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 s...

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ASTM
ASTM F2551-09(2023)(Practice)
Standard Practice for Installing a Protective Cementitious Liner System in Sanitary Sewer Manholes

ABSTRACT
This practice describes the procedures involved in the structural reinforcement, sealing, protection, and rehabilitation of sanitary sewer manholes by the application of a prepackaged protective cementitious liner system to all cleaned interior surface from the bottom of the frame to the bench. The manholes to which the cementitious liner shall be applied may be made of brick, concrete, block, and various other materials. Detailed descriptions are given for all prepackaged materials necessary for this practice that include materials for substrate repairs, cementitious repair materials, infiltration water control materials, cementitious water control materials, chemical grout materials, and lining materials. Detailed descriptions are also provided for each procedure involved here which includes surface preparation, high pressure cleaning, surface repair, mixing of prepackaged cementitious repair materials, spray application of the cement liner by manual surface sealing or centrifugal cast process, and curing of the freshly applied cementitious mortar.
SCOPE
1.1 This specification describes all the work required to structurally reinforce, seal, and protect sanitary sewer manholes. Applications include applying a prepackaged cementitious liner that can function as a full depth restoration or a partial depth repair. A uniform high-strength, fiber-reinforced cementitious mortar should be manually sprayed and hand troweled or centrifugally cast in a uniform, prescribed thickness to all cleaned, interior surfaces from the bottom of the frame to the bench. The cementitious liner may be applied to manholes constructed of brick, concrete, block, and various other materials.  
1.2 A manufacturer’s approved applicator shall furnish the complete application of the protective, prepackaged cementitious liner material. All of the cleaning, preparation, and application procedures shall be in accordance with the manufacturer’s recommendations.  
1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
1.4 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. Manholes are permit required confined spaces in accordance with OSHA definition and should be treated as such, requiring confined space entry permits, appropriate monitoring equipment, and the associated personal protective equipment.  
1.5 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.

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