Evaluating Highway Traffic Safety: An Integrated Approach

Table 8

Comparison for horizontal curve radius node.

Ali	e	SD	GL	W
e	1.00	4.26	3.85	0.6675
SD	0.23	1.00	1.57	0.18801
GL	0.26	0.63	1.00	0.1445

Note: CR = 0.0321 < 0.1.