A California Bearing Ratio (CBR) test was carried out on a soil sample using a plunger of diameter 1.954 inch. The loads at 0.1 inch and 0.2 inch…

A California Bearing Ratio (CBR) test was carried out on a soil sample using a plunger of diameter 1.954 inch. The loads at 0.1 inch and 0.2 inch penetration were 1650 lb and 2610 lb respectively. The test was repeated on a fresh sample, and the loads at 0.1 inch and 0.2 inch penetration were 1740 lb and 2550 lb respectively. Determine the CBR value of the soil.