Project Time Management J. S. Chou, P.E., Ph.D.. 2 Activity Sequencing  Involves reviewing activities and determining dependencies.  A dependency or.

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Presentation transcript:

Project Time Management J. S. Chou, P.E., Ph.D.

2 Activity Sequencing  Involves reviewing activities and determining dependencies.  A dependency or relationship relates to the sequencing of project activities or tasks.  You must determine dependencies in order to use critical path analysis.

3 Network Diagrams  Network diagrams are the preferred technique for showing activity sequencing.  A network diagram is a schematic display of the logical relationships among, or sequencing of, project activities.  Two main formats are the arrow and precedence diagramming methods.

4 Sample Activity-on-Arrow (AOA) Network Diagram for Project X

5 Task Dependency Types

6 Sample PDM (Precedence Diagramming Method) Network Diagram

7 Three-Point Estimates  Instead of providing activity estimates as a discrete number, such as four weeks, it’s often helpful to create a three-point estimate: (give notes)  An estimate that includes an optimistic, most likely, and pessimistic estimate, such as three weeks for the optimistic, four weeks for the most likely, and five weeks for the pessimistic estimate.  Three-point estimates are needed for PERT estimates and Monte Carlo simulations.

8 Gantt Charts  Gantt charts provide a standard format for displaying project schedule information by listing project activities and their corresponding start and finish dates in a calendar format.  Symbols include:  Black diamonds: Milestones  Thick black bars: Summary tasks  Lighter horizontal bars: Durations of tasks  Arrows: Dependencies between tasks

9 Gantt Chart for Project X Note: In Project 2003 darker bars are red to represent critical tasks.

10 Gantt Chart for Software Launch Project

11 Adding Milestones to Gantt Charts  Many people like to focus on meeting milestones, especially for large projects.  Milestones emphasize important events or accomplishments in projects.  You typically create milestone by entering tasks that have a zero duration, or you can mark any task as a milestone.

12 Sample Tracking Gantt Chart

13 Critical Path Method (CPM)  CPM is a network diagramming technique used to predict total project duration.  A critical path for a project is the series of activities that determines the earliest time by which the project can be completed.  The critical path is the longest path through the network diagram and has the least amount of slack or float.  Slack or float is the amount of time an activity can be delayed without delaying a succeeding activity or the project finish date.

14 Determining the Critical Path for Project X

15 Estimate Activity Duration AIB AOA Source: Successful PM

16 Case Study: Development of a Web- based IS Requested to complete in 50 days Source: Successful PM

17 Forward Path: ES & EF Source: Successful PM

18 Backward Path: LS & LF Source: Successful PM

19 Summary Table TF = LF – EF = LS - ES Critical path can be determined by the least TF. This project schedule should be shortened by 9 days to meet the owner’s need.

20 Critical Path Source: Successful PM

21 Using the Critical Path to Shorten a Project Schedule  Three main techniques for shortening schedules:  Shortening the duration of critical activities or tasks by adding more resources or changing their scope.  Crashing activities by obtaining the greatest amount of schedule compression for the least incremental cost.  Fast tracking activities by doing them in parallel or overlapping them.

22 Program Evaluation and Review Technique (PERT)  PERT is a network analysis technique used to estimate project duration when there is a high degree of uncertainty about the individual activity duration estimates.  PERT uses probabilistic time estimates:  Duration estimates based on using optimistic, most likely, and pessimistic estimates of activity durations, or a three-point estimate.

23 PERT Formula and Example  PERT weighted average = optimistic time + 4X most likely time + pessimistic time 6  Example: PERT weighted average = 8 workdays + 4 X 10 workdays + 24 workdays = 12 days 6 where: optimistic time= 8 days most likely time = 10 days pessimistic time = 24 days Therefore, you’d use 12 days on the network diagram instead of 10 when using PERT for the above example.

24 Words of Caution on Using Project Management Software  Many people misuse project management software because they don’t understand important concepts and have not had training.  You must enter dependencies to have dates adjust automatically and to determine the critical path.  You must enter actual schedule information to compare planned and actual progress.