Use the information contained below to compress one time unit per move using the least cost method. Assume the indirect costs for the project are as shown in the table. Determine the total direct, indirect, and project costs for each duration. Activity Crash cost Maximum Slope) ID Crash Time Normal time Normal cost 100 200 200 200 200 150 150 $1,200 100 40 2 20 40 Total direct normal costs Time units Indirect costs 700 650 600 550 500 13 12 10