Table 3 Optimum number of crews of each activity for each case.

From: Evaluating the planning efficiency for repetitive construction projects using Monte Carlo simulation technique

Case ID

Mob

Cut

Local fill

Import fill

Base

Pavement

000

1

0

0

0

2

9

002

1

0

0

2

6

10

004

1

0

0

3

8

10

200

1

8

0

0

6

10

202

1

8

0

1

9

9

204

1

6

0

4

6

10

220

1

6

10

0

9

9

222

1

8

9

9

6

10

224

1

7

3

9

1

9

400

1

6

0

0

7

10

402

1

9

0

4

8

10

404

1

9

0

1

2

10

420

1

10

7

0

4

10

422

1

9

2

8

7

10

424

1

9

9

2

9

10

440

1

3

5

0

2

10

442

1

9

6

9

1

8

444

1

6

2

9

2

10

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