Civil Engineering Reference
In-Depth Information
Act. Laborer
A
B
C
D
E
F
G
H
I
J
K
L
M
Tot Res
24
9
40
8
9
15
12
15
8
4
12
2
4888
3
5
4
4
88 88
2
2
2
2
2
3
3
4
3
2
2
3
2
2
44
1
2
2
2
2
3
3
3
3
3
2
1
1
1
3
4
4443
44
4
66
2
2
2
12345678910111213
14 15 16 17 18 19 20 21 22
Days
160
Laborer/day
885488888888888
8
7
8
6
8
2
max
8
(a)
Act. Laborer
A
B
C
D
E
F
G
H
I
J
K
L
M
Tot Res
24
9
40
8
9
15
12
15
8
4
12
2
4888
3
5
4
4
88 88
8
2
3
3
4
3
2
2
3
2
2
224
36
663
75
4461
44
22
66
2
2
2
12345678910111213141516171819202122
Days
160
Laborer/day
885488888887886
8
8
8
8
8
2
max
8
Legend:
Noncritical activity
Critical activity
Float
X
Used float
Z
Delay beyond total float
(b)
Figure 6.11 Bar charts for example 6.3 with the labor resource driving the durations of
activities and a maximum of 8 laborers per day (a) for scenario 1 and (b) for scenario 2
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