ASTM-C923M Historical Revision Information
Standard Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures, Pipes, and Laterals (Metric)

ASTM-C923M - 2008A EDITION - SUPERSEDED
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This specification covers resilient connectors between reinforced concrete manhole structures, pipes, and laterals. Resilient materials for connectors and filler rings shall be manufactured from natural or synthetic rubber and shall conform to the prescribed requirements. Mechanical devices shall be made from a material or materials in combination that will ensure durability, strength, resistance to corrosion, and have properties that will ensure continued resistance to leakage. The design of pipe connectors and pipe stubs are specified. The physical properties and chemical composition shall conform to the required tests for chemical resistance, tensile strength, elongation at break, hardness, accelerated oven-aging, compression set, water absorption, ozone resistance, low-temperature brittle point, and tear resistance.

ORDER

Scope

1.1 This specification covers the minimum performance and material requirements for resilient connectors used for connections between precast reinforced concrete manholes conforming to Specification C 478 and pipes, and between precast reinforced concrete pipe and laterals.

1.1.1 These connectors are designed to minimize leakage between the pipe and manhole, and between the pipe and lateral.

1.2 This specification is the SI companion to Specification C 923.

Note 1—This specification covers the design, material, and performance of the resilient connection only. Connections covered by this specification are adequate for hydrostatic pressures up to 70 kPa (7.1 m) 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 connections between manhole structures and pipe, and allowable quantities must be covered by other specifications and suitable testing of the installed pipeline and system.

1.3 The following precautionary caveat pertains only to the test methods portion, Section 7, of this specification: 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 7.2.5.

Keywords

definitions; design test method; marking; material requirements acceptance criteria; product marking; resilient connector; Gaskets--specifications; Laterals (concrete); Manhole materials/applications--specifications; Pond/canal/reservoir/ditch linings--specifications; Precast concrete products--specifications; Resilient connectors; Sewer pipe (concrete)--specifications; Concrete construction materials/applications--specifications; Concrete pipe--specifications; Concrete pipe (reinforced)--specifications; Connectors (resilient); ICS Number Code 93.030 (External sewerage systems)

To find similar documents by ASTM Volume:

04.05 (Chemical-Resistant Nonmetallic Materials; Vitrified Clay Pipe; Concrete Pipe; Fiber-Reinforced Cement Products; Mortars and Grouts; Masonry; Precast Concrete)

To find similar documents by classification:

93.030 (External sewage systems Sewage water disposal and treatment, see 13.060.30 Internal drainage systems, see 91.140.80)

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Document Number

ASTM-C923M-08a

Revision Level

2008A EDITION

Status

Superseded

Modification Type

Revision

Publication Date

July 1, 2008

Document Type

Specification

Page Count

3 pages

Committee Number

C13.06