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