need help. egg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a ChLaboratory compaction test results on a clayey soil are listed in the table below.a Chegg a Cha Chegg a Cha Chegg a Cha Chegg a Cha Chegg a Cha Chegg a Cha Chegg a Cha Chegg a ChMoisture content (%)egg a ChDry Unit Weight (kN/m³)egg a Chegg a Ch614.8017.45egg a Chegg a Chegg a Ch9.18.521118.90egg a Chegg a Chegg a Ch1218.50aa Chegg a Cha Chegg a Cha Chegg a Cha Chegg a Cha Chegg a Cha Chegg a Cha Chegg a Cha Chegg a Cha Chegg a Cha Chegg a Cha Chegg a Cha Chegg a Cha Chegg a Cha Chegg a Cha Chegg a Cha Chegg a Ch1416.90egg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a ChThe following are the results of a field unit weight determination test on the same soil withthe sand cone method:Calibrated dry density of Ottawa sand = 1,540 kg/m³Calibrated mass of Ottawa sand to fill the cone = 0.525 kgMass of jar + cone + sand (before use) = 7.59 kgegg a ChMass of jar + cone + sand (after use) = 4.38 kgegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a cnegg a Cnegg a Chegg a Cnegg a unegg a cnegg a unegg a unegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a Chegg a ChMass of moist soil from hole = 2.85 kgMoisture content of moist soil = 12.2%Determine:a) Dry unit weight of compaction in the field.ab) Plot the laboratory test result.a Chegg a Cha Chegg a Cha Chegg a Chc) Relative compaction in the field.

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Laboratory compaction test results on a clayey soil are listed in the table below. Moisture content (%) Dry Unit Weight (kN/m³) 6 14.80 17.45 9. 18.52 11 18.90 12 18.50 14 16.90 The following are the results of a field unit weight determination test on the same soil with the sand cone method: Calibrated dry density of Ottawa sand = 1,540 kg/m3 Calibrated mass of Ottawa sand to fill the cone = 0.525 kg Mass of jar + cone + sand (before use) = 7.59 kg Mass of jar + cone + sand (after use) = 4.38 kg Mass of moist soil from hole = 2.85 kg Moisture content of moist soil = 12.2% Determine: a) Dry unit weight of compaction in the field. b) Plot the laboratory test result. c) Relative compaction in the field.