A steel Shelby tube was used to collect an undisturbed soil sample from Ontonagon Michigan for lab testing at Michigan Tech. The soil sample had a diameter of 71 mm and a length of 558 mm. The moist weight of the sample was 42.5 10-3 kN while the ovendried weight was 37.85 10-3 kN. The solid grain had a specific gravity of 2.69. Calculate the following index properties using both the 3-phase diagram method. a. Moist unit weight
b. Field moisture content
c. Dry unit weight
d. Void ratio
e. Degree of saturation