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Table 7 Averages of the CBR values for saturated and unsaturated samples

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

Sample CBR (%)
Unsoaked Condition Sample Soaked Condition Sample
Pindan Soil 19.05 19.08
Sample A (1%) 18.64 18.91
Sample A (2%) 22.87 20.20
Sample A (3%) 30.13 26.18
Sample B (0.001%) 24.39 18.35
Sample B (0.002%) 25.03 25.25
Sample B (0.003%) 23.31 24.24
Sample C (0.5%) 23.88 19.53
Sample C (0.7%) 20.11 18.35
Sample C (1.0%) 11.11 9.68