If my D$10$ value is $0\mathrm{.}09$mm$,$ D$30$ value is $0\mathrm{.}041$mm and D$60$ value is $0\mathrm{.}16$mm then gind the Cu$($uniformity coefficient$)$ and Cc$($ coefficient of gradation$)$and answer the following wuestions

$1)$

this soil considered uniform and$/$or well$-$graded? Explain.

$2)$

Consider the $\%$ sand, $\%$ silt, and $\%$ clay $($or fines$)$ according to both the USDA and ASTM classifications. Can you determine a soil texture based on the results above? Does the difference in definitions make much difference? If so$,$ how?

$\backslash$table$[[,\%$ Sand,$\%$ Silt,$\%$ Clay $($or Fines$),$Soil Texture$],[$USDA$,,,,],[$ASTM$,,,,]]$

$3)$

What are the limitations of this analysis? Does it do a better job of describing larger or smaller$-$sized particles? What are the implications of this for a soil high in sands? High in clays?