Figure 5 - Effects of Traffic Flow on Motorcycle Crashes: Model 1

Figure 5 - Effects of Traffic Flow on Motorcycle Crashes: Model 1

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Flow Increment (%) Motorcycle crash increment (%)
QNMm QNMn QMm QMn Total Flow
0.1 0.03 0.01 0.01 0.01 0.06
0.5 0.16 0.04 0.03 0.06 0.30
1 0.32 0.08 0.07 0.13 0.60
2 0.64 0.17 0.14 0.26 1.20
3 0.96 0.25 0.20 0.38 1.80
4 1.28 0.33 0.27 0.51 2.39
5 1.59 0.41 0.33 0.63 2.97
10 3.14 0.80 0.65 1.24 5.83
15 4.63 1.17 0.96 1.83 8.59
20 6.09 1.53 1.25 2.39 11.27
25 7.50 1.88 1.54 2.93 13.85
30 8.88 2.21 1.81 3.46 16.36
35 10.22 2.54 2.07 3.97 18.79
40 11.52 2.85 2.32 4.46 21.15
45 12.80 3.15 2.57 4.93 23.45
50 14.04 3.44 2.81 5.40 25.69
55 15.26 3.73 3.04 5.84 27.87
60 16.45 4.00 3.26 6.28 30.00
65 17.62 4.27 3.48 6.71 32.08
70 18.77 4.53 3.69 7.12 34.10
75 19.89 4.78 3.90 7.52 36.09
80 20.99 5.03 4.10 7.92 38.03
85 22.06 5.27 4.29 8.30 39.93
90 23.12 5.51 4.48 8.67 41.79
95 24.17 5.73 4.67 9.04 43.61
100 25.19 5.96 4.85 9.40 45.39