given: a$-$Specifications for a project require a compaction equal to $98\%$ of laboratory maximum dry Unit weight $($density$).$ b$-$A Proctor test on a soil sample resulted in a maximum dry density of $131\mathrm{.}4$ lbs$./$ft$^3$ with an optimum moisture content of $8\mathrm{.}2\%.$ c$-$ A Sand Cone apparatus is calibrated in the lab as follows: Mass required to fill cone$=773\mathrm{.}0$ g or $1\mathrm{.}704$ lbs$.$ Mass require to fill a proctor mold $=1421\mathrm{.}0$ g or $3\mathrm{.}1327$ lbs$.$ d$-$ the field density test results in the following: weight of sand, bottle, and cone before test $=14\mathrm{.}31$ lbs$.$ weight of sand, bottle, and cone after test $-7\mathrm{.}092$ lbs$.$ weight of sample from hole plus container $=8\mathrm{.}423$ lbs$.$ weight of container $=0\mathrm{.}272$ lbs$.$ water content test on a sample from test hole: mass and container $=283\mathrm{.}12$ g$.$ mass of container $=91\mathrm{.}33$ g$.$ mass of dry soil and container $=263\mathrm{.}82$ g$.$ Find: did this test pass or fail and what results would you report from this test?