ASTM-C1644 › Historical Revision Information
Standard Specification for Resilient Connectors Between Reinforced Concrete On-Site Wastewater Tanks and Pipes
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This specification covers the minimum performance and material requirements for resilient connectors used for connections between reinforced concrete tanks used for septic effluent treatment/detention. All materials shall be suitable for use in sanitary sewage applications. Each connector design shall be tested in accordance with the requirements specified. The following test methods shall be performed: straight alignment; axial deflection; and shear loading.
Scope
1.1 This specification covers the minimum performance and material requirements for resilient connectors used for connections between reinforced concrete tanks used for septic effluent treatment/detention, including those referenced in Specifications C 913 and C 1227.
1.1.1 These connectors are designed to eliminate leakage between the pipe(s) and tank.
1.2 A complete metric companion to Specification C 1644 has been developed-C 1644M; therefore, no metric equivalents are presented in this specification.
Note 1This specification covers the design, material, and performance of the resilient connection only. Connections covered by this specification are adequate for hydrostatic pressures up to 5 psi (11.5 ft) without leakage when tested in accordance with Section 7. Infiltration or exfiltration quantities for an installed system are dependent upon many factors other than the connectors between tanks and pipes, and allowable quantities must be covered by other specifications and suitable testing of the installed pipe and system.
Keywords
definitions; design test method; marking; material requirements acceptance criteria; product marking; resilient connector; ICS Number Code 23.040.60 (Flanges, couplings and joints)
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23.040.60 (Flanges, couplings and joints)
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Document Number
ASTM-C1644-06
Revision Level
2006 EDITION
Status
Superseded
Modification Type
New
Publication Date
July 1, 2006
Document Type
Specification
Page Count
5 pages
Committee Number
C27.30