Hello can you please answer these ASAP. The choices are given below. Thank you so much!

A soil sample has a weight of 0.7 kg and the volume was found to be 3.5 X 10'4 m3 After drying out the weight was reduced to 0.6 kg. The particle specic gravity test gave 2.6. Determine the following: 1. Moisture Content 2. Dry Density 3. Bulk Density 4. Void Rao 5. Porosity 6. Degree of Saturation 0 Mc = 14.3%, Dry Density = 1714 kg/m3, Bulk Density = 2000 kg/m3, Void Ratio = 0.515, Porosity = 034, Degree of Saturation =0.84 0 Mc = 13.3%, Dry Density = 1614 kg/m3, Bulk Density = 1800 kg/m3, Void Ratio = 0.650, Porosity = 036, Degree of Saturation =0.90 0 Mc = 15.0%, Dry Density = 1714 kg/m3, Bulk Density = 2100 kg/m3, Void Ratio = 0.620, Porosity = 035, Degree of Saturation =0.86 0 Mc = 16.0%, Dry Density = 1620 kg/m3, Bulk Density = 1800 kg/m3, Void Ratio = 0.500, Porosity = 032, Degree of Saturation =0.90