A standard proctor test was perforated in the lab on a soil that has a specific gravity of 2.75. The volume of the compaction mold was 1000 cm^3. The data from the test are given as follows: Complete...

A standard proctor test was perforated in the lab on a soil that has a specific gravity of 2.75. The volume of the compaction mold was 1000 cm^3. The data from the test are given as follows: Complete the data and draw the compaction curve for this compaction test. Determine the maximum dry unit weight gamma_ and the optimum moisture content w%_yn. Draw the ZAV curve. Determine the degree of saturation at the maximum dry density. Make a graph of dry unit weight (gamma_d) versus water content (w%) for soil that has a specific gravity of solids (G, ) of 2.70 for the following values of degree of saturation (Sr): 100%, 80%, 60% and 40% Make your graph over a range of water content from 0% to 50%. I recommend for each value of Sr that you calculate gamma_s far water contents of 0, 5, 10, 15, 20, 25, 30, 35, 40, 45, and 50% and plot these values to construct the curves of gamma_d vs w% at constant Sr.