Probability of Roadside Accidents for Curved Sections on Highways
Table 5
The magnitude of the impact of factors on roadside accidents.
Variable
Direct effect
Indirect effect
Vehicle speed
Horizontal curve radius
Adhesion coefficient
Hard shoulder width
Longitudinal slope
Vehicle type
Overall effect
Vehicle speed
3.321
—
2.292
0.508
0.484
0.461
0.684
7.749
Horizontal curve radius
−2.572
−2.960
—
−0.501
−0.477
−0.456
−0.679
−7.644
Adhesion coefficient
−0.827
−2.040
−1.559
—
−0.323
−0.305
−0.443
−5.496
Hard shoulder width
−0.812
−1.979
−1.510
−0.329
—
−0.300
−0.443
−5.373
Longitudinal slope
0.314
1.066
1.007
0.124
0.013
—
0.083
2.607
Vehicle type
−1.005
−2.272
−1.746
−0.366
−0.360
−0.341
—
−6.086
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