Table 3 Partial table of conflict PET indicators for different acceleration lanes.

From: Optimizing speed change lane lengths for two-way ten-lane expressways: a VISSIM and SSAM simulation-based approach

PET/s

Acceleration lane length (m)

230

270

310

340

0.1

3

3

6

8

0.2

2

3

7

6

0.3

6

5

4

3

0.4

2

4

4

3

0.5

15

8

14

13

0.6

4

2

4

3

0.7

3

1

6

3

0.8

2

2

3

4

0.9

0

1

3

6

1.0

1

3

7

4

1.1

6

3

4

4

1.2

6

3

3

3

1.3

5

5

8

5

1.4

5

5

6

7

1.5

6

6

7

10

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