Standard and modified compaction tests are performed on a soil in the laboratory, and the following

results are obtained: OMCstd$=23\mathrm{.}4\%,$ MDDstd$=15\mathrm{.}19$kN$/$m$3$

$,$ OMCmod$=21\mathrm{.}6\%,$ MDDmod$=15\mathrm{.}75$

kN$/$m$3$

$.$ An in$-$situ density test is performed in the field, in which $4\mathrm{.}988$kg of soil with a gravimetric

water content of $19\mathrm{.}2\%$ is excavated from a hole which is $2650$cm$3$

$.$ The earthworks specification

requires that earthworks are compacted to density ratios of $102\%$ of the Maximum Dry Density

achieved under standard compaction, or $98\%$ of the Maximum Dry Density achieved under modified

n$=$ e

$(1+$ e$)\backslash$theta $=$ Sr n S r e$=$ w Gs

$\backslash$theta $=$ w Gs

$(1+$ e$)$

Water content $[\%]6\mathrm{.}28\mathrm{.}19\mathrm{.}812\mathrm{.}313\mathrm{.}2$

Bulk Unit Weight $[$kN$/$m$3$

$]17\mathrm{.}719\mathrm{.}320\mathrm{.}521\mathrm{.}121\mathrm{.}1$

compaction. Does the compacted soil meet the specification? $($