Figure 5 - Effects of Traffic Flow on Motorcycle Crashes: Model 1
Excel | CSV | Graphic Version
| 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 |
|
