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Table 5 Optimum Moisture Contents (OMC) and Maximum Dry Density (MDD) of Broome-Pindan Soil and Mixtures

From: Investigation of Pindan soil modified with polymer stablisers for road pavement

Modified Proctor Compaction Test
Sample OMC (%) MDD (kN/m3)
Untreated Pindan Soil 9.4 18.74
Sample A (1% Polymer) 8.6 19.05
Sample A (2% Polymer) 8.2 18.80
Sample A (3% Polymer) 8.2 18.90
Sample B (0.001% Polymer) 8.3 19.21
Sample B (0.002% Polymer) 8.2 19.15
Sample B (0.003% Polymer) 8.0 19.19
Sample C (0.5% Polymer) 7.4 19.70
Sample C (0.7% Polymer) 7.2 19.40
Sample C (1.0% Polymer) 7.2 19.42