MIS 578 Chapter 8: Scheduling Projects Flashcards
Project time management processes
PMI has identified the following six time management processes: activity definition, activity
sequencing, activity resource estimating, activity duration estimating, schedule development,
and schedule control.
Historical development of project scheduling
PERT and CPM were developed in the 1950s. The AOA and AON methods were used through
the years, but AON is the primary method today. The basic logic remains, but many
advancements have been incorporated into software scheduling systems.
How project schedules are limited and created
Project schedules are limited by the logical order of activities, the duration of each activity,
availability of key resources, and imposed dates. Schedules are often developed by considering
each of these four limits in order – that is, first consider logical order, then activity duration, etc
Leads and lags
While basic logic says when the predecessor is complete the successor can start, if the successor
can start before the predecessor ends, there is an overlap or a “lead” and if the successor must
be delayed before it can start, there is a gap or “lag.”
Learning Curves
Take into account when estimating that the more times a person performs an activity, the faster
they tend to get.
Project Schedule Duration Estimation: Two-pass method
Two-pass method
You make two logical passes through the network.
First or forward pass
This is to calculate the early start (ES) and early finish (EF) for each activity.
Second or backward pass
This is to calculate the late start (LS) and late finish (LF) for each activity.
Critical Path
Activities on the critical path have zero slack. More than one path can be critical, and if the
project is behind schedule, critical path activities can have negative slack.
Project Schedule Duration Estimation: Enumeration Method
This method, by which you list or enumerate all of the paths through the network, provides necessary information for crashing the schedule (a topic in the following chapter). The longest path is the critical path.
Uncertainty in project schedules
If it is difficult to estimate activity durations with confidence, the following may be used to deal
with the uncertainty.
Program Evaluation and Review Technique (PERT)
The estimated time for each activity is calculated by the formula optimistic plus 4 times the
most likely plus pessimistic divided by 6.
Monte Carlo Simulation
This flexible technique allows multiple duration estimates for any of the project activities.
Before a project schedule can be created, a __________________ must first be made.
WBS
List four methods that can be used to create a project schedule.
- PERT
- CPM
- AOA (ADM)
- AON (PDM
List and discuss four of the potential limitations for project schedules.
- Logical order
- Length of each activity
- Resource availability
- Dates imposed on project by key stakeholders
A(n) _______________________ is a significant event in the lifespan of a project.
milestone
A lead is a change in the logical relationship which results in the ____________________ of the successor activity
acceleration
f a painted wall must dry for four hours before work can continue, the result is a delay in the successor
activity. The wait for the paint to dry is an example of a(n) ___________.
lag