In: Operations Management
Adjust your analysis to the information in the table without modifying the baseline information. Analyze the project execution time following the PERT Diagram methodology. Establish Critical Path of the project. Set the duration of the work. Complete the table.
Activity | Description of Activity | Predecessor | Duration | Earliest Time | Latest Time |
A | Construction Permit | - | 3 | ||
B | Mobilization | A | 2 | ||
C | Topography | A | 4 | ||
D | Wall Type A | B, C | 12 | ||
E | Wall Type B and C | B,C | 45 | ||
F | Foundations | B,C | 20 | ||
G | Electricity | F | 6 | ||
H | Structure | D,G | 22 | ||
I | Touch-Ups | H | 30 | ||
J | Roof | H | 10 | ||
K | Paint | I | 18 | ||
L | Trials and Delivery | E,K | 3 | ||
ACTIVITY |
TIME |
ES |
EF |
LS |
LF |
SLACK |
CRITICAL |
A |
3 |
0 |
3 |
0 |
3 |
0 |
YES |
B |
2 |
3 |
5 |
5 |
7 |
2 |
|
C |
4 |
3 |
7 |
3 |
7 |
0 |
YES |
D |
12 |
7 |
19 |
21 |
33 |
14 |
|
E |
45 |
7 |
52 |
58 |
103 |
51 |
|
F |
20 |
7 |
27 |
7 |
27 |
0 |
YES |
G |
6 |
27 |
33 |
27 |
33 |
0 |
YES |
H |
22 |
33 |
55 |
33 |
55 |
0 |
YES |
I |
30 |
55 |
85 |
55 |
85 |
0 |
YES |
J |
10 |
55 |
65 |
96 |
106 |
41 |
|
K |
18 |
85 |
103 |
85 |
103 |
0 |
YES |
L |
3 |
103 |
106 |
103 |
106 |
0 |
YES |
EARLY START = MAX(EF OF ALL PREDECESSORS); 0 FOR FIRST ACTIVITY
EARLY FINISH = ES + DURATION
LATE FINISH = MIN(LS OF ALL SUCCESSOR ACTIVITIES); MAX EF AS LF FOR LAST ACTIVITY
LATE START = LF - DURATION
SLACK = LF- EF
CRITICAL PATH = LONGEST PATH WITH 0 SLACK:
CRITICAL PATH = A---C---F---G---H---I---K---L
DURATION OF PROJECT = 106
GANTT CHART
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