Strength characteristics of crushed gravel and limestone aggregates
Overall, the strength characteristics of crushed limestone samples with larger voids (i.e., C-CA 2) were the least among all. In general, for crushed limestone samples with both small and large voids at 5% fines, an increase in dust ratio from 0.4 to 0.6 within each PI level slightly increased soaked CBR at OMC values.