Using the average$-$end$-$area method, caluclate the cur and fill volumes for stations $55+00$ through $61+00.$

Station End$-$area cut $($ft$2)$ End$-$area fill $($ft$2)$ Volume of fill $($bank yd$3)$ Volume of cut

$55+00250$

$56+007530$

$57+002,6510$

$58+004,52256$

$59+002,366253$

$60+00469845$

$61+0002,788$