The sieve analysis test results for fine aggregates $($sand$)$ is given in table. Draw the gradation curve for the aggregate samples and discuss the suitability for the aggregate's samples. Also, determine the Fineness Modulus of fine aggregates. Sieve size $($mm$)$ Weight Retained $($g$)$ Permissible Percent Passing $10101004\mathrm{.}7516595-1002\mathrm{.}3620080-1001\mathrm{.}1840050-800\mathrm{.}630025-600\mathrm{.}320010-300\mathrm{.}151502-20$ Pan $50$