Research Article
Analyzing the Safety Impacts of Variable Speed Limit Control on Aggregated Driving Behavior Based on Traffic Big Data
Table 1
Number of samples within different density intervals under different speed limits (“—” means the sample size is less than 15).
| Lane | Density (veh/km) | Number of samples under different speed limits (km/h) | No VSL | 120 km/h | 100 km/h | 80 km/h | 60 km/h | 50 km/h |
| Left lane | 0–5 | 217 | 28 | 18 | — | — | — | 5–10 | 621 | 147 | 83 | — | — | — | 10–15 | 496 | 178 | 103 | 18 | — | — | 15–20 | 317 | 395 | 94 | 30 | 16 | — | 20–25 | 221 | 687 | 54 | 48 | 45 | 15 | 25–30 | 101 | 315 | 19 | — | — | — |
| Middle lane | 5–10 | 97 | 21 | — | — | — | — | 10–15 | 476 | 194 | 79 | — | — | — | 15–20 | 1020 | 804 | 219 | 60 | 15 | — | 20–25 | 345 | 637 | 66 | 18 | 30 | 16 | 25–30 | 50 | 119 | — | — | — | — |
| Right lane | 5–10 | 325 | 175 | 31 | — | — | — | 10–15 | 1220 | 875 | 242 | 49 | — | — | 15–20 | 412 | 626 | 99 | 31 | 38 | 15 | 20–25 | 37 | 91 | — | — | — | — |
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