Evaluating Highway Traffic Safety: An Integrated Approach

Table 6

Comparison for superelevation node.

Ali	SD	R	GL	W
SD	1.00	2.34	2.56	0.5487
R	0.43	1.00	1.29	0.2482
GL	0.39	0.78	1.00	0.20316

Note: CR = 0.0028 < 0.1.