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AS/NZS 3661.1:1993

Superseded
Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

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superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

Slip resistance of pedestrian surfaces - Requirements
Available format(s)

Hardcopy , PDF 1 User , PDF 3 Users , PDF 5 Users , PDF 9 Users

Superseded date

06-23-2021

Language(s)

English

Published date

01-01-1993

Preview

1 SCOPE2 APPLICATION3 REFERENCED DOCUMENTS4 GENERAL5 FRICTION REQUIREMENTS OF SURFACESAPPENDICESA - METHOD FOR THE MEASUREMENT OF THE COEFFICIENT OF FRICTION OF WET SURFACESB - METHOD FOR THE MEASUREMENT OF THE COEFFICIENT OF FRICTION OF DRY SURFACES

Specifies requirements and test methods for the measurement of the slip resistance of both wet and dry pedestrian surfaces.

This Standard specifies the minimum coefficient of friction values for pedestrian surfaces when measured in accordance with the test methods set out in Appendices A and B. These test methods enable characteristics of surface materials to be determined in either a wet or dry condition, and are appropriate for measurements to be undertaken either in the laboratory under conditions in which the surface materials are intended to be installed, or in situ after installation.Other test methods can be used to meet the compliance requirements specified herein, for example test procedures based on force plates (see Footnote, Clause 2).This Standard does not cover grating, and may not cover some resilient surfaces.NOTE: Part 2 of this Standard, in course of preparation, will provide information on the reduction of slip hazards where they relate to specific situations.

Committee
BD-094
DocumentType
Standard
ISBN
0 7262 8386 X
Pages
14
PublisherName
Standards Australia
Status
Superseded
SupersededBy
Supersedes

Under Revision See DR 98524 (in part). Under Revision see DR 99447 CP (in part) First published as Joint Standard AS/NZS 3661.1:1993.

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