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1. Project Management with Certain Time Estimates |Rated
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1. Project Management with Certain Time Estimates • Summary of steps: – Determine activities that need to be accomplished – Determine precedence relationships and completion times –

2. Project Management:

3. Calculation of the Critical Path

1. 4. Calculation of the Critical Path
2. 5. Calculation of the Critical Path • Critical Path – The path that takes the longest to complete 2 weeks 3 weeks 4 weeks 10 weeks 3 5 16 weeks 4 weeks 1 week 1 2 4 weeks 6 7 8 4
3. 6. Calculation of the Critical Path • Critical Path – The path that takes the longest to complete 2 weeks 3 weeks 4 weeks 10 weeks 3 5 16 weeks 4 weeks 1 week 1 2 4 weeks 6 7 8 4 C.P. = 40 weeks
4. 7. Calculation of the Critical Path • It is possible for multiple Critical Paths to exist – New information suggests that Activity 4 will take 5 weeks instead of 4 5 X 2 weeks 3 weeks 4 weeks 10 weeks 3 5 16 weeks 4 weeks 1 week 1 2 4 weeks 6 7 8 4
5. 8. Calculation of the Critical Path • It is possible for multiple Critical Paths to exist 5 – New information X suggests that Activity 4 will take 5 weeks instead of 4 2 weeks 3 weeks 4 weeks 10 weeks 3 5 16 weeks 4 weeks 1 week 1 2 5 weeks 6 7 8 4 C.P. = 40 weeks
6. 9. Calculation of the Critical Path • Critical Path may also shift if non-critical activity is lengthened or Critical Path activity is 6 shortened X – Another update indicates it will actually take 6 weeks for Activity 4 2 weeks 3 weeks 4 weeks 10 weeks 3 5 16 weeks 4 weeks 1 week 1 2 4 weeks 6 7 8 4
7. 10. Calculation of the Critical Path • Critical Path may also shift if non-critical activity is lengthened or Critical Path activity is 6 shortened X – Another update indicates it will actually take 6 weeks for Activity 4 2 weeks 3 weeks 4 weeks 10 weeks 3 5 16 weeks 4 weeks 1 week 1 2 6 weeks 6 7 8 4 C.P. = 41 weeks
8. 11. Determining Slack • Slack - The amount of time an activity on a non-critical path can be delayed without affecting the duration of the project (i.e., without putting it on the critical path) – Uses four calculated values • Early start - Earliest an activity can start (based on prerequisites) • Early finish - Earliest it can finish (based on prerequisites & duration) • Late start - Latest an activity can start and not delay the project • Late finish - Latest an activity can finish and not delay the project
9. 12. Calculating Early Start (ES) and Early Finish (EF) • Move from left to right in network – ES for 1st activity usually zero – EF equals ES plus activity duration – ES is latest of the EF times of an activity’s predecessors THIS IS CALLED THE FORWARD PASS
10. 13. Calculating Late Start (LS) and • Move from right to left in Late Finish (LF) network – LF for last activity equals EF for last activity • Or target date if different – LS equals LF minus activity duration – LF is earliest of the LS times of an activity’s followers THIS IS CALLED THE BACKWARD PASS
11. 14. Calculating Slack • Slack - The amount of time an • Computed by either: activity on a non-critical path Late Start - Early Start can be delayed without affecting or the duration of the project (i.e., putting it on the critical path) Late Finish - Early Finish • Activities that have zero slack are, by definition, on the critical path
12. 15. Project Scheduling with Uncertain Time Estimates • Summary of steps: – Determine activities that need to be accomplished – Determine precedence relationships and completion times – Construct network diagram – Determine the critical path – Determine early start and late start schedules – Calculate the variances for the activity times – Calculate the probability of completing by the desired due date
13. 16. Project Scheduling with Time Uncertainty • Take three time estimates – Optimistic - What is the (realistic) fastest we can get an activity done? – Pessimistic - What is the (realistic) worst case scenario for delay? – Most likely - What is our “most likely” estimate?
14. 17. Project Scheduling with Time Uncertainty • Calculate the “expected time” for the activity o 4m p Te 6 Where: Te = Expected Time o = Optimistic estimate m = Most likely estimate p = Worst-case (pessimistic) estimate
15. 18. Project Scheduling with Time Uncertainty E stim ates A ctivity # O ptim istic M o st L ikely P essim istic 1 3 4 5 2 8 10 12 3 1 2 4 3 4(4) 5 Activity #1 Te 4 . 00 weeks 6 8 4 (10 ) 12 Activity #2 Te 10 . 00 weeks 6 1 4(2) 4 Activity #3 Te 2 . 17 weeks 6
16. 19. Using Variation in Time Estimates to Assess Duration Probabilities How do we interpret this estimate??? Probability theory (“central limit theorem”) dictates that we assume that finish times across entire project are distributed “normally” Probabilistically: 50% chance we will finish faster, 50% chance we will finish slower 2.17 weeks 3 weeks 4 weeks 10 weeks 3 5 16.17 weeks 4.17 weeks 1.17 weeks 1 2 4.17 weeks 6 7 8 4 C.P. = 40.68 weeks
17. 20. Using Variation in Time Estimates to Access Duration Probabilities D Te Note that this is , not 2 , Z We have to take the square root of the “variance” to get the standard deviation Where: Z = Number of standard deviations D is from Te Te = Expected Time D = Project duration I am thinking about
18. 21. Using Variation in Time Estimates to Access Duration Probabilities • We recognize that there is variation around our estimates – We are estimating “most likely” or “expected” not “exact” – Commonly assume a “Beta” distribution • Another asymmetric distribution (because duration is never less than zero) • Calculating variance of the activity’s duration estimate: 2 2 p o 6
19. 22. Using Variation in Time Estimates to Access Duration Probabilities E stim ates A ctivity # O ptim istic M o st L ikely P essim istic 1 3 4 5 2 8 10 12 3 1 2 4 2 2 5 3 Activity #1 0 . 11 weeks 6 2 2 12 8 Activity #2 0 . 44 weeks 6 2 2 4 1 Activity #3 0 . 25 weeks 6
20. 23. Using Variation in Time Estimates to Assess Duration Probabilities • Calculate Critical Path using Te • Accumulate the variances of the individual activities • Apply formula to estimate project duration probabilities D Te Z Where: Z = Number of standard deviations D is from Te Te = Expected Time D = Activity duration I am thinking about
21. 24. Using Variation in Time Estimates to Assess Duration Probabilities
22. 25. Using Variation in Time Estimates to Assess Duration Probabilities What is the probability of finishing in 39 weeks or less? 2.17 weeks 3 weeks 4 weeks 10 weeks 3 5 16.17 weeks 4.17 weeks 1.17 weeks 1 2 4.17 weeks 6 7 8 4
23. 26. Using Variation in Time Estimates to Assess Duration Probabilities Exhibit 8.22: Expected Values and Variances of Time Estimates What is the probability of finishing in 39 weeks or less? Critical Path = 40.68 weeks Sum of Variances = 2.56 weeks 2.17 weeks 3 weeks 4 weeks 10 weeks 3 5 16.17 weeks 4.17 weeks 1.17 weeks 1 2 4.17 weeks 6 7 8 4
24. 27. Using Variation in Time Estimates to Assess Duration Probabilities D Te Where: Z Z = Number of standard deviations D is from Te Te = Expected Time D = Activity duration I am thinking about 39 40 . 68 Z 1 . 05 Standard deviation difference between 1 .6 “most likely” and desired duration 1.6 = the square root of 2.56!!! • So, I look up the cumulative probability [G(z)] of the activity being completed before -1.05 standard deviations from the “most likely” estimate… – … and find out I have a 85.314% chance of finishing within 39 weeks!! FROM APPENDIX A PAGE A3
25. 28. Using Variation in Time Estimates to Access Duration Probabilities • So, what if I want to be 90 percent sure that I hit the project duration that I tell my boss I will (or she will fire me)? – Reconfigure “Z” equation to solve for D – Pick the value of “Z” that corresponds to the level of certainty I Find probability under G(z) in Appendix want (90% = +1.30) B and translate to number of standard – Solve deviations D Te (Z ) D 40 . 68 1 .6 * 1 .3 42 . 76 weeks!!! What if I can stand to be only 80% sure??
26. 29. Crashing Projects • A methodical approach to reducing project duration – Focus on the time of activities on the critical path – Looking for greatest improvement with least cost • Additional labor, machinery • Overtime and temporary employees • Premiums paid to outside contractors for early delivery • Steps – Create network – Identify critical path – Identify costs of reducing each activity on path – Reduce most cost effective activity – Look for critical path changes • Beware of multiple critical paths – Crash next activity
27. 30. Crashing Projects: Create the Network
28. 31. Crashing Projects: Identify the Critical Path B C 7 7 A D F H 8 10 8 5 E G 12 9 A-B-C-F-H Critical Path = 35 days
29. 32. Crashing Projects: Identify Costs of Crashing Each Activity
30. 33. Crashing Projects: Reduce Most Cost Effective Activity 6 B C 7 7 X A D F H 8 10 8 5 E G 12 9
31. 34. Crashing Projects: Look for Critical Path Changes 6 B C 7 7 X A D F H 8 10 8 5 E G 12 9 Old Critical Path Completion = 35 days Activity C Crashed by 1 day project completion = 34 days Did that effect the critical path?
32. 35. Crashing Projects: Look for Critical Path Changes 6 B C 7 7 X A D F H 8 10 8 5 E G 12 9 Multiple Critical Paths Appear!!! Critical Path = 34 days
33. 36. Crashing Projects: Crash Next Activity Exhibit 8.25: Crash Time and Costs Both C.P. Path 1 Only Path 2 Only
34. 37. Crashing Projects: Summary Exhibit 8.26: Crashing Summary Solution
35. 38. Caveats • Time estimates are frequently wrong • Early finishes are absorbed • Cushions get wasted • Resources aren’t always available when needed

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