The table below shows soil sieve analysis data. A hydrometer analysis performed in accordance with AASHTO T$88$ was used on the portion of the material passing the #$40$ sieve for Soil A as shown in the second table. The composite correction was $2\mathrm{.}5\frac{g}{L}$ and the tests were performed at $17C$ where the specific gravity of the soil was $2\mathrm{.}68.$ In a similar analysis for Soil B$,2\%$ of the fines pass $0\mathrm{.}005mm.$ Plot the gradation curve for both soils on the same graph, determine the percentage of fines, proportion of clays and silts in each, and calculate the uniformity coefficient and the coefficient of curvature. Describe the soils $($well$-$graded etc.$)$ based on these results.

$\backslash$table$[[,$Sample,#$4,$#$10,$#$20,$#$40,$#$100,$#$200,$PAN$],[$A$,200g,0g,20\mathrm{.}2g,25\mathrm{.}7g,40\mathrm{.}4g,18\mathrm{.}1g,27\mathrm{.}2g,68\mathrm{.}2g$