Sydney's geology presents a particular challenge for compaction control: the transition from Hawkesbury Sandstone residual soils to the shale-derived clays of the Wianamatta Group often creates abrupt changes in fill behaviour. Many project teams in the Sydney basin rely on the sand cone method precisely because it gives a direct, in-place measurement of dry density and moisture content without the assumptions of nuclear gauges. Before mobilising compaction equipment on a deep fill zone, it is common practice to run a placa de carga test on the prepared subgrade to correlate bearing capacity with the density values obtained from the sand cone. This two-step approach helps engineers decide whether to approve the layer or request additional passes.

The sand cone method remains the referee test for compaction disputes in Sydney because it measures actual soil density without relying on radioactive sources or empirical correlations.