Table 5 The calculation results after the order and the number of trucks are adjusted.

From: A solution for the rational dispatching of concrete transport vehicles

m

i

\({TI}_{m}\)

\({TA}_{m}\)

\({TD}_{m}\)

\({TLAgc}_{i,n}\)

\({TRBgc}_{i,n}\)

\({N}_{\text{v}}\)

N′v

1

A

9:39

10:10

0

10:20

10:35

1

4 (m = 4)

2

A

9:39

10:10

10

10:30

10:45

2

5 (m = 5)

3

A

9:44

10:15

15

10:40

10:55

3

6 (m = 6)

4

A

9:45

10:16

24

10:50

11:05

5

8 (m = 8)

5

A (4)

9:45

10:16

34

11:00

11:15

6

7 (m = 7)

6

C

10:33

11:10

0

11:20

11:43

4

9 (m = 9)

7

C

10:35

11:12

8

11:30

11:53

1

–

8

C

10:45

11:22

8

11:40

12:03

2

–

9

C

10:55

11:32

8

11:50

12:13

3

–

10

C

11:05

11:42

8

12:0

12:23

5

–

11

C

11:15

11:52

8

12:10

12:33

6

–

12

C

11:43

12:20

− 10

12:30

12:53

4

–

13

C

11:53

12:30

0

12:40

13:03

1

–

14

C

12:03

12:40

0

12:50

13:13

2

–

15

C

12:13

12:50

0

13:0

13:23

3

–

16

C

12:23

13:0

0

13:10

13:33

5

–

17

C

12:33

13:10

0

13:20

13:43

6

–

18

C

12:53

13:30

− 10

13:40

14:03

4

–

19

C

13:03

13:40

0

13:50

14:13

1

–

20

C

13:13

13:50

0

14:0

14:23

2

–

21

C

13:23

14:00

0

14:10

14:33

3

–

22

C (6)

13:33

14:10

0

14:20

14:43

5

–

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