Use the information contained below to compress one time unit per move using the least cost method. Assume the total indirect cost for the project is $700 and there is a savings of $50 per time unit reduced. Record the total direct, indirect, and project costs for each duration. What is the optimum cost-time schedule for the project? What is the cost? Note: The correct normal project duration and total direct cost are provided. Crash Cost (Slope) Maximum Crash Time Normal Normal Time Cost Act. A 0 2 100 B 100 1 3 3 200 40 1 5 200 D 60 2 3 200 E E 20 1 5 200 F 40 1 4 150 G 0 2 150 B D 3 3 Project duration 14 A 2x G um 2x 5 F Total direct cost 1,200 4