Precedence diagram Activity Time Normal Time Crash Cost Normal Time Difference Cost Difference Cost/Day A 1 1 $1,000 0 0 - B 3 2 $2,000 1 $100 $100 C 6 1 $1,000 5 $450 $90 D 5 3 $1,000 2 $60 $30 E 2 1 $1,000 1 $40 $40 F 6 2 $1,000 4 $320 $80 G 3 1 $1,000 2 $150 $75 H 4 3 $1,000 1 $60 $60 J 3 2 $1,000 1 $150 $150 Based on the information above, compress the schedule (reduce one day per cycle) by applying the simple compression method to complete the table below. Refer to the provided document to calculate your answers and respond to the questions below. Cycle # Activity to Shorten Total Cost Project Duration 0 - 1 2 3 4 5 6 7 8 What is the original project duration before crashing? Multiple choice 1 Question 1 15 days 16 days 17 days 18 days What is the Project Duration for Cycle 1? Multiple choice 2 Question 1 13 days 14 days 18 days 17 days What is the activity selected to cut in Cycle 1? Multiple choice 3 Question 1 J H D F What is the Total