Soil samples $($A and B$)$ obtained from two construction sites in Aukland Park were analysed in the laboratory for their gradation and plasticity characteristics. The results showed that the percentage passing sieves No$.10,$ No$.40,$ and No$.200$ were $,68\%,$ and $48\%)$ and $,$ and $82\%$ for soils A and $B,$ respectively. The plastic and liquid limits for soil A were determined to be $19\%$ and $30\%$ respectively, while they were determined to be $20\%$ and $32\%$ for soil B$.$ Using the AASHTO classification system, determine the type and quality of the soils provided. $(10)$