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Table 3 Descriptive statistics of the headways

From: Headway distribution models of two-lane roads under mixed traffic conditions: a case study from India

 

v/c ratio

Mean (sec)

Median (sec)

Standard deviation (sec)

Co-efficient of variation

Skewness

Kurtosis

Sample Size (Nos.)

West bound traffic

0.6

5.70

4.50

6.11

1.07

2.05

4.63

744

0.7

4.86

1.50

5.54

1.14

2.23

5.48

1302

0.8

4.49

1.50

4.92

1.09

2.16

4.89

1110

0.9

3.97

1.50

4.21

1.06

2.41

6.92

990

1.0

3.66

1.50

4.10

1.12

2.84

9.97

782

East bound traffic

0.6

6.00

1.50

7.05

1.17

2.14

4.77

812

0.7

4.69

1.50

5.05

1.08

2.12

5.04

738

0.8

4.50

1.50

5.17

1.15

2.30

6.12

852

0.9

3.60

1.50

5.12

1.43

3.29

11.71

314

1.0

3.55

1.50

4.78

1.34

2.89

9.82

356