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Critical Path Method (CPM)
CPM is a network diagramming technique used
to predict total project duration.
CPM is an analysis technique with three main
purposes:
To calculate the project’s finish date
To indentify to what extent each activity in the
schedule can slip(float) without delaying the
project
To identify the activities with highest risk that
cannot slip without changing the project finish
date2
CPM
How does the Critical Path Method calculate the
project’s finish date?
o Forward pass calculation
 calculates Early Start and Early Finish dates
o Backward pass calculation
 calculates Late Start and Late Finish dates
3
Early Start (ES) is the earliest date a task can
start
Early Finish (EF) is the earliest date a task can
be completed
Late Start (LS) is the latest date a task can start
without delaying the project and date
Late Finish (LF) is the latest date a task can
finish without delaying the project end date
4
5
Start
D
5
F
2
C
6
Finish
E
4
B
1
A
2
Forward Pass
0 0
0 1511652
550
1515
1111 13
• Early Start (ES) = Latest related early date of all
immediate predecessors
ES= immediate Predecessors’ ES max
Early finish (EF) = Early Start + Duration
EF= ES + D
6
Activity A
ES EF
ES=3
ES=9
ES=10
D
7
Start
D
5
F
2
C
6
Finish
E
4
A
2
0
0
0
0
0
108
50
15
15
11
1165
1110
2
550
115
1515
1515
1111 13
B
1
1513
Backward Pass
Late Finish (LF) = Earliest related late date of all
immediate successors
LF= immediate Successors’ LF min
Late Start (LS) = Late Finish – Duration
LS= LF-D
8
Activity A
LS LF
LF=3
LF=9
LF=10D
The purpose of backward pass is to find the float.
Float is the amount of time an activity can be
delayed or lengthened. Also called slack.
Total float: the amount of time an activity can be
delayed or extended without extending the overall
project’s completion time
9
What is the total Float for activity A?
10
Start
D
5
F
2
C
6
Finish
E
4
A
2
0
0
0
0
0
108
50
15
15
11
1165
1110
2
550
115
1515
1515
1111 13
B
1
1513
11
Total float = LF-ES-D
A
2
0
108
65
1110
2
B
1
LFLSEFES
10820
A
A
Float
Float
Total Float:
TF= LF - ES – D
TF= LF – (ES+D) = LF-EF
TF= LF-D-ES= LS-ES
12
Activity A
LS LF
ES EF
Free Float: the amount of time an activity can be
delayed without delaying the early start date of its
subsequent tasks
13
Activity A
LS LF
ES EF
What is the FF for activity A?
What would happen if A uses its max float?
(A)EF=LF=10 (B) ES=LS=10
IF the early finish date of activity A =5
the early start date of activity B=5
FF=5-2=3
14
A
2
0
108
65
1110
2
B
1
Free Float: the amount of time an activity can be
delayed without delaying the early start date of its
subsequent tasks
EF= ES(B) – EF(A)
EF= ES(earliest successor)- EF
15
Activity A
LS LF
ES EF
Why floats are important in the critical path
method?
If an activity has a TF=0, what does this mean?
Floats determine thee criticality of an activity
Critical activities have the least amount of Float
Floats determine the critical path
16
The critical path is made of activities that cannot
be delayed without delaying the final date of the
project
If an item is on critical path, it has a zero float
The critical path is the path with longest duration
It is possible to have more than one critical path
17
What is the critical path?
What is the length of the critical path?
18
Start
D
5
F
2
C
6
Finish
E
4
A
2
0
0
0
0
0
108
50
15
15
11
1165
1110
2
550
115
1515
1515
1111 13
B
1
1513
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
may be delayed without delaying a succeeding
activity or the project finish date
19
Calculating the Critical Path
First develop a good network diagram
Add the duration estimates for all activities on
each path through the network diagram
The longest path is the critical path
If one or more of the activities on the critical path
takes longer than planned, the whole project
schedule will slip unless the project manager
takes corrective action
20

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Critical path method (cpm)

  • 2. CPM is a network diagramming technique used to predict total project duration. CPM is an analysis technique with three main purposes: To calculate the project’s finish date To indentify to what extent each activity in the schedule can slip(float) without delaying the project To identify the activities with highest risk that cannot slip without changing the project finish date2
  • 3. CPM How does the Critical Path Method calculate the project’s finish date? o Forward pass calculation  calculates Early Start and Early Finish dates o Backward pass calculation  calculates Late Start and Late Finish dates 3
  • 4. Early Start (ES) is the earliest date a task can start Early Finish (EF) is the earliest date a task can be completed Late Start (LS) is the latest date a task can start without delaying the project and date Late Finish (LF) is the latest date a task can finish without delaying the project end date 4
  • 6. • Early Start (ES) = Latest related early date of all immediate predecessors ES= immediate Predecessors’ ES max Early finish (EF) = Early Start + Duration EF= ES + D 6 Activity A ES EF ES=3 ES=9 ES=10 D
  • 8. Late Finish (LF) = Earliest related late date of all immediate successors LF= immediate Successors’ LF min Late Start (LS) = Late Finish – Duration LS= LF-D 8 Activity A LS LF LF=3 LF=9 LF=10D
  • 9. The purpose of backward pass is to find the float. Float is the amount of time an activity can be delayed or lengthened. Also called slack. Total float: the amount of time an activity can be delayed or extended without extending the overall project’s completion time 9
  • 10. What is the total Float for activity A? 10 Start D 5 F 2 C 6 Finish E 4 A 2 0 0 0 0 0 108 50 15 15 11 1165 1110 2 550 115 1515 1515 1111 13 B 1 1513
  • 11. 11 Total float = LF-ES-D A 2 0 108 65 1110 2 B 1 LFLSEFES 10820 A A Float Float
  • 12. Total Float: TF= LF - ES – D TF= LF – (ES+D) = LF-EF TF= LF-D-ES= LS-ES 12 Activity A LS LF ES EF
  • 13. Free Float: the amount of time an activity can be delayed without delaying the early start date of its subsequent tasks 13 Activity A LS LF ES EF
  • 14. What is the FF for activity A? What would happen if A uses its max float? (A)EF=LF=10 (B) ES=LS=10 IF the early finish date of activity A =5 the early start date of activity B=5 FF=5-2=3 14 A 2 0 108 65 1110 2 B 1
  • 15. Free Float: the amount of time an activity can be delayed without delaying the early start date of its subsequent tasks EF= ES(B) – EF(A) EF= ES(earliest successor)- EF 15 Activity A LS LF ES EF
  • 16. Why floats are important in the critical path method? If an activity has a TF=0, what does this mean? Floats determine thee criticality of an activity Critical activities have the least amount of Float Floats determine the critical path 16
  • 17. The critical path is made of activities that cannot be delayed without delaying the final date of the project If an item is on critical path, it has a zero float The critical path is the path with longest duration It is possible to have more than one critical path 17
  • 18. What is the critical path? What is the length of the critical path? 18 Start D 5 F 2 C 6 Finish E 4 A 2 0 0 0 0 0 108 50 15 15 11 1165 1110 2 550 115 1515 1515 1111 13 B 1 1513
  • 19. 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 may be delayed without delaying a succeeding activity or the project finish date 19
  • 20. Calculating the Critical Path First develop a good network diagram Add the duration estimates for all activities on each path through the network diagram The longest path is the critical path If one or more of the activities on the critical path takes longer than planned, the whole project schedule will slip unless the project manager takes corrective action 20