F$-9$ A backfill project requires a compaction to a density of $1870k\frac{g}{m^3}$ at a water content of $14\mathrm{.}9\%.$ The specific gravity of the soil particles is $2\mathrm{.}78.$ The specifications require that the void ratio not exceed $0\mathrm{.}80$ with the compaction. Has the specification been met?