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ASTM F 432 : 2013

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

View Superseded by

Standard Specification for Roof and Rock Bolts and Accessories

Available format(s)

Hardcopy , PDF

Superseded date

24-08-2020

Superseded by

ASTM F 432 : 2019

Language(s)

English

Published date

01-05-2013

€96.91
Excluding VAT

This specification covers the chemical, mechanical, and dimensional requirements for roof and rock bolts and accessories.

Committee
F 16
DocumentType
Standard
Pages
22
PublisherName
American Society for Testing and Materials
Status
Superseded
SupersededBy
Supersedes

1.1This specification covers the chemical, mechanical, and dimensional requirements for roof and rock bolts and accessories. Addressed in this specification are double-end threaded and slotted steel bars; fully grouted bolts and threaded bars; mechanical anchorage devices used for point anchorage applications; roof truss systems; partially grouted deformed bolts; formable anchorage devices; cable bolt systems; expandable rock bolts and other frictional anchorage devices. All of these products represent various designs used for ground support systems. This specification can be revised to address new technologies.

1.2The values stated in inch-pound units are to be regarded as standard. No other units of measurement are included in this standard.

1.3This hazard statement applies only to Section 10, Test Methods of this specification. This standard does not purport to address 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.

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ASTM D 6637 : 2011 Standard Test Method for Determining Tensile Properties of Geogrids by the Single or Multi-Rib Tensile Method
ASTM D 6637 : 2001 : R2009 Standard Test Method for Determining Tensile Properties of Geogrids by the Single or Multi-Rib Tensile Method
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