Use the information contained below to compress one time unit per move. Reduce the schedule until you reach the crash point of the network. For each move identify what activity(ies) was crashed and the adjusted total cost. Note: The correct normal project duration, critical path, and total direct cost are provided. Crash Activity ID Crash Time (weeks) Normal time cost (Slope) Normal cost (weeks) A 80 2 10 40 B 30 3 8 10 IC 40 1 5 80 D 2 11 50 E 100 4 15 100 F 30 1 6 20 Total direct normal costs $300 Time units Indirect costs (weeks) 127 $300 26 240 25 180 24 120 23 160 22 50 1. What is the shortest possible crashed duration (crash point) of the project? weeks 2. how much would the total cost of the project be at the crash point? $ 3. What is the optimum cost-time schedule for the project? time weeks cost $ Use the information contained below to compress one time unit per move. Reduce the schedule until you reach the crash point of the network. For each move identify what activity(ies) was crashed and the adjusted total cost. Note: The correct normal project duration, critical path, and total direct cost are provided. Crash Activity ID Crash Time (weeks) Normal time cost (Slope) Normal cost (weeks) A 80 2 10 40 B 30 3 8 10 IC 40 1 5 80 D 2 11 50 E 100 4 15 100 F 30 1 6 20 Total direct normal costs $300 Time units Indirect costs (weeks) 127 $300 26 240 25 180 24 120 23 160 22 50 1. What is the shortest possible crashed duration (crash point) of the project? weeks 2. how much would the total cost of the project be at the crash point? $ 3. What is the optimum cost-time schedule for the project? time weeks cost $