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6 - PROJECT TIME MANAGEMENT






                     On any network path, the schedule flexibility is measured by the amount of time that a schedule activity can
                   be delayed or extended from its early start date without delaying the project finish date or violating a schedule
                   constraint, and is termed “total float.” A CPM critical path is normally characterized by zero total float on the
                   critical path. As implemented with PDM sequencing, critical paths may have positive, zero, or negative total
                   float depending on constraints applied. Any activity on the critical path is called a critical path activity. Positive
                   total float is caused when the backward pass is calculated from a schedule constraint that is later than the
                   early finish date that has been calculated during forward pass calculation. Negative total float is caused when a
                   constraint on the late dates is violated by duration and logic. Schedule networks may have multiple near-critical
                   paths. Many software packages allow the user to define the parameters used to determine the critical path(s).
                   Adjustments to activity durations (if more resources or less scope can be arranged), logical relationships (if the   6
                   relationships were discretionary to begin with), leads and lags, or other schedule constraints may be necessary
                   to produce network paths with a zero or positive total float. Once the total float for a network path has been
                   calculated, then the free float—the amount of time that a schedule activity can be delayed without delaying the
                   early start date of any successor or violating a schedule constraint—can also be determined. For example the
                   free float for Activity B, in Figure 6-18, is 5 days.





                                                              6   5   10
                                                                  B
                                                                                  Path A–B–D = 25
                                                              11  5   15
                                          1   5   5                              16   15  30
                               Start          A                                       D           Finish
                                          1   0   5                              16   0   30
                                                              6   10  15
                                                                                  Path A–C–D = 30
                                                                  C                (Critical Path)
                                                              6   0   15
                                                                                 KEY  Activity  Early  Early
                                                                                     Node  Start  Duration  Finish
                                                                                             Activity Name
                                                                                           Late  Total  Late
                                                                                           Start  Float  Finish
                                                                                     Critical Path Link
                                                                                     Non-Critical Path Link




                                               Figure 6-18. Example of critical Path Method
















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                   ©2013 Project Management Institute. A Guide to the Project Management Body of Knowledge (PMBOK  Guide) – Fifth Edition   177


                                           Licensed To: Jorge Diego Fuentes Sanchez PMI MemberID: 2399412
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