A field density test was performed on compacted fill in accordance with ASTMD $1556$ Standard

Test Method for Density and Unit Weight of Soil in Place by the Sand$-$Cone Method. The following

is a summary of the test data:

Weight of wet soil extracted from the sand$-$cone hole $=6\mathrm{.}438lb$

Weight of sand needed to fill the hole $($funnel correction already applied$)=4\mathrm{.}125lb$

Bulk density of the sand used in the sand$-$cone apparatus $=82\mathrm{.}4pcf$

Water Content Test:

Empty cup $=0\mathrm{.}462lb$

Cup plus wet soil $=1\mathrm{.}832lb$

Cup plus dry soil $=1\mathrm{.}720lb$

The laboratory maximum dry density performed on the same soil is equal to $130$ pcf $.$ Based on

this data, the relative compaction of the fill is most nearly: