Abstract

RECONFIRMATION NOTICE
Technical Committee CE-009 has reviewed the content of this publication and in accordance with Standards Australia procedures for reconfirmation, it has been determined that the publication is still valid and does not require change.
Certain documents referenced in the publication may have been amended since the original date of publication. Users are advised to ensure that they are using the latest versions of such documents as appropriate, unless advised otherwise in this Reconfirmation Notice.
Approved for reconfirmation in accordance with Standards Australia procedures for reconfirmation on 13 June 2013.
The following are represented on Technical Committee CE-009:

Association of Geotechnical Testing Authorities (Qld)
Australian Building Codes Board
Australian Chamber of Commerce and Industry
Australian Geomechanics Society
Australian Stabilisation Industry Association
AUSTROADS
Cement Concrete & Aggregates Australia—Aggregates
Engineering & Construction Laboratories Association
Engineers Australia
National Association of Testing Authorities Australia
The University of Melbourne
The University of Sydney
Victorian Construction Materials Laboratories Association


To view or download a copy of the reconfirmation notice please go to the reconfirmation link near the top of this page.

Scope

This method sets out the procedure for determining the penetration resistance of a soil to the penetration of a steel cone of 30 degrees angle and 20 ¦0.2 mm diameter driven with a 9 kg mass, dropping 510 mm.

General Product Information

Published
Document Type	Standard
Status	Current
Publisher	Standards Australia
ProductNote	Reconfirmed 15-07-2013
Pages
ISBN
Committee	CE-009
Supersedes	DR 95208 AS 1289.F3.2-1984