Sets out the method for determining the slump flow of self compacting concrete (SCC) with a measurable diameter of spread of the flowing concrete in excess of 500 mm when the nominal size of aggregate does not exceed 20 mm.
Table of contents
Header
About this publication
1 Scope
2 Referenced documents
3 Definitions
4 Principle
5 Apparatus
5.1 Mould
5.2 Rod
5.3 Scoop
5.4 Base plate
5.5 Ruler
5.6 Stopwatch
5.7 J-ring assembly
5.8 Weighted collar
5.9 Spirit level
5.10 Buckets and funnel (collar)
6 Sampling
6.1 Field sampling
6.2 Laboratory sampling
7 Procedure
8 Calculations
8.1 Slump flow
8.2 J-ring passing ability difference (jr)
9 Records
10 Report
Cited references in this standard
Content history
DR AS 1012.3.5:2014
Please select a variation to view its description.
