Appendix B: Graphical Planning, Scheduling,
and Control ToolsSequencing with Flow Charts
Scheduling with Gantt Charts
PERT Networks
History of PERT.
PERT Terminology
PERT in Action.
Positive and Negative Aspects of
PERT.
Terms to Understand
Endnotes
Three graphical tools for planning, scheduling, and controlling
operations and projects are flow charts, Gantt charts, and PERT networks.
They can be found in project management software programs such as Microsoft
Project for Windows.
Sequencing with Flow ChartsFlow charts have been used extensively by computer programmers
to identify task components and by TQM (total quality management) teams to
simplify work (eliminate wasted steps and activities). Beyond
that, flow charts are a useful sequencing tool with broad application. Sequencing
is simply arranging events in the order of their actual or desired occurrence.
For instance, this book had to be purchased before it could be read. Thus,
the event “purchase book” would come before the event “read book” in flow-chart
sequence.
A sample flow chart is given in Figure
B.1. Notice that the chart consists of boxes and diamonds in addition
to the start and stop ovals. Each box contains a major event, and each diamond
contains a yes-or-no decision.
Figure B.1 A Sample Flow Chart
 |
Managers at all levels and in all specialized areas can
identify and properly sequence important events and decisions with flow charts
of this kind. User-friendly computer programs make flow-charting fun and easy
today. Flow charts force people to consider all relevant links in a particular
endeavor as well as their proper sequence. This is an advantage because it
encourages analytical thinking. But flow charts have two disadvantages. First,
they do not indicate the time dimension, that is, the varying amounts of time
required to complete each step and make each decision. Second, flow charts
are not practical for complex endeavors in which several activities take place
at once.
Scheduling with Gantt ChartsScheduling is an important part of effective planning.
When later steps depend on the successful completion of earlier steps, schedules
help managers determine when and where resources are needed. Without schedules,
inefficiency creeps in as equipment and people stand idle. Also, like any
type of plan or budget, schedules provide management with a measuring stick
for corrective action. Gantt charts, named for Henry L. Gantt, who developed
the technique, are a convenient scheduling tool for managers.
1 Gantt worked with Frederick W. Taylor at Midvale Steel
beginning in 1887 and, as discussed in Appendix A,
helped refine the practice of scientific management. A
Gantt
chart Gantt chart
graphic
scheduling technique
is a graphic scheduling
technique that
has historically been used
in production operations. Things have changed since Gantt’s
time, and so have Gantt chart applications. Updated versions like the one
in Figure B.2 are widely used today for planning
and scheduling all sorts of organizational activities. They are especially
useful for large projects such as moving into a new building or installing
a new computer network.
2Figure B.2 also shows
how a Gantt chart can be used for more than just scheduling the important
steps of a job. By filling in the timelines of completed activities,
actual progress can be assessed at a glance. Like flow charts,
Gantt charts force managers to be analytical as they reduce jobs or projects
to separate steps. Moreover, Gantt charts improve on flow charts by allowing
the planner to specify the time to be spent on each activity. A disadvantage that Gantt
charts share with flow charts is that overly complex endeavors are cumbersome
to chart.
Figure B.2 A Sample Gantt Chart
 |
PERT NetworksThe more complex the project is, the greater is the
need for reliable sequencing and scheduling of key activities. Simultaneous
sequencing and scheduling amounts to programming. One of the most widely recognized
programming tools managers use is a technique referred to simply as PERT.
An acronym for
Program Evaluation and Review Technique, PERT PERT (Program Evaluation and Review Technique)
graphic sequencing and scheduling tool for complex
projects
is a graphic sequencing and
scheduling tool for large, complex, and nonroutine projects.
History of PERT.PERT was developed in 1958 by a team of management consultants
for the U.S. Navy Special Projects Office. At the time, the navy was faced
with the seemingly insurmountable task of building a weapon system that could
fire a missile from the deck of a submerged submarine. PERT not only contributed
to the development of the Polaris submarine project but was also credited
with helping to bring the system to combat readiness nearly two years ahead
of schedule. News of this dramatic administrative feat caught the attention
of managers around the world. But, as one user of PERT reflected, “No management
technique has ever caused so much enthusiasm, controversy, and disappointment
as PERT.”
3 Realizing that PERT is not a panacea, but
rather a specialized planning and control tool that can be appropriately or
inappropriately applied, helps managers accept it at face value.
4PERT TerminologyBecause PERT has its own special language, four key terms
must be understood.
- Event.
A PERT event PERT
event
performance milestone; start or finish
of an activity
is a performance milestone that represents
the start or finish of some activity. Handing in a difficult management exam
is an event. - Activity.
A PERT activity PERT activity
work in process
represents work in process. Activities are time-consuming
jobs that begin and end with an event. Studying for a management exam and
taking the exam are activities. - Time.
PERT times PERT
times
weighted time estimates for completion
of PERT activities
are estimated times
for the completion of PERT activities. PERT times are weighted averages of
three separate time estimates: (1) optimistic time (T)—the
time an activity should take under the best of conditions; (2) most
likely time (T)—the time an activity should take under normal conditions; and (3) pessimistic time (T)—the time an activity should take under the worst possible conditions. The
formula for calculating estimated PERT time (T) is: Te - Critical path.
The critical path critical path
most time-consuming route
through a PERT network
is the most time-consuming
chain of activities and events in a PERT network. In other words, the longest
path through a PERT network is critical because if any of the activities along
it are delayed, the entire project will be delayed accordingly.5
PERT in Action.A simple PERT network is shown in Figure
B.3. The task in this example, the design and construction of three
dozen customized golf carts for use by physically challenged adults, is relatively
simple for instructional purposes. PERT networks are usually reserved for
more complex projects with hundreds or even thousands of activities. PERT
events are coded by circled letters, and PERT activities, shown by the arrows
connecting the PERT events, are coded by number. A PERT time (
T) has been calculated and recorded for each PERT activity.
Figure B.3 A Sample PERT Network
 |
See if you can pick out the critical path in the PERT
network in Figure B.3. By calculating which
path will take the most time from beginning to end, you will see that the
critical path turns out to be A-B-C-F-G-H-I. This particular chain of activities
and events will require an estimated 21.75 workdays to complete. The overall
duration of the project is dictated by the critical path, and a delay in any
of the activities along this critical path will delay the entire project.
Positive and Negative Aspects of
PERT.During the nearly 50 years that PERT has been used in
a wide variety of settings, both its positive and negative aspects have become
apparent.
On the plus side, PERT is an excellent scheduling tool
for large, nonroutine projects, ranging from constructing an electricity generation
station to launching a space vehicle. PERT is a helpful planning aid because
it forces managers to envision projects in their entirety. It also gives them
a tool for predicting resource needs, potential problem areas, and the impact
of delays on project completion. If an activity runs over or under its estimated
time, the ripple effect of lost or gained time on downstream activities can
be calculated. PERT also gives managers an opportunity, through the calculation
of optimistic and pessimistic times, to factor in realistic uncertainties
about planning horizons.
On the minus side, PERT is an inappropriate tool for repetitive
assembly-line operations in which scheduling is dictated by the pace of machines.
PERT also shares with other planning and decision-making aids the disadvantage
of being only as good as its underlying assumptions. False assumptions about
activities and events and miscalculations of PERT times can render PERT ineffective.
Despite the objective impression of numerical calculations, PERT times are
derived rather subjectively. Moreover, PERT’s critics say it is too time-consuming:
a complex PERT network prepared by hand may be obsolete by the time it is
completed, and frequent updates can tie PERT in knots. Project management
software with computerized PERT routines is essential for complex projects
because it can greatly speed the graphic plotting process and updating of
time estimates.
Terms to UnderstandGantt chart graphic
scheduling technique
PERT (Program Evaluation and Review Technique) graphic sequencing and scheduling tool for complex
projects
PERT
event performance milestone; start or finish
of an activity
PERT activity work in process
PERT
times weighted time estimates for completion
of PERT activities
Critical path most time-consuming route
through a PERT network
Endnotes1. For examples of early Gantt charts, see H. L.Gantt,
Organizing for Work (New York: Harcourt, Brace and Howe,
1919), chapter
8.
2. Gantt
chart applications can be found in TomConkright,
“So You’re
Going to Manage a Project,”
Training, 35 (January 1998):
62–67; and AndrewRaskin,
“Task Masters,”
Inc. Tech 1999, no. 1 (1999): 62–72.
3. IvarsAvots, “The
Management Side of PERT,”
California Management Review,
4 (winter
1962): 16–27.
4. Additional information on PERT can be found
in NancyMadlin, “Streamlining the PERT Chart,”
Management
Review, 75 (September 1986): 67–68; Eric
C.Silverberg, “Predicting Project
Completion,”
Research Technology Review, 34 (May–June
1991): 46–49; Robert L.Armacost and Rohne
L.Jauernig, “Planning and Managing
a Major Recruiting Project,”
Public Personnel Management,
20 (summer
1991): 115–126; T. M.Williams, “Practical Use of Distributions
in Network Analysis,”
Journal of the Operational Research
Society, 43 (March 1992): 265–270; and HooshangKuklan,
“Effective Project Management: An Expanded Network Approach,”
Journal
of Systems Management, 44 (March 1993): 12–16.
5. Adapted in part from JohnFertakis and
JohnMoss, “An Introduction to PERT and PERT/Cost Systems,”
Managerial
Planning, 19 (January–February 1971): 24–31.