Research Article
Spatial Influence Analysis of Traffic Safety in Diverging Areas between Freeway Segments and Off Ramps
Table 2
Nominal variables description for diverging area analysis.
| Variables | Descriptions | Values and meanings | Frequency | 0 | 1 |
| Ramp.Lanes | Number of lanes of a ramp | 0, 1; 0 denotes 1 lane; 1 denotes 2 lanes | 57 | 15 |
| Up_Interstate.Lanes | Number of lanes of up interstate | 0, 1; 0 denotes 1 and 2 lanes; 1 denotes 3 and 4 lanes | 40 | 32 |
| Down_Interstate.Lanes | Number of lanes of down interstate | 0, 1; 0 denotes 1 and 2 lanes; 1 denotes 3 and 4 lanes | 45 | 27 |
| Median_Type | Median type (1 to 4 scale): 1 = curbed; 2 = positive barrier; 3 = unprotected; and 4 = none | 0, 1; 0 refers to scale 1, scale 2, and scale 3; 1 refers to scale 4 | 43 | 29 |
| PSR | Present serviceability rating (0 to 5 scale): 0 = extremely deteriorated pavement; 5 = pavement in excellent condition | 0, 1; 0 denotes rating 3.5; 1 denotes rating 2.5, rating 3, rating 3.9, and rating 4.1 | 60 | 12 |
| Truck_Percent | Percent truck related | 0, 1; 0 denotes 4, 6, 7, and 9 percent; 1 denotes 11 percent | 27 | 45 |
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