Research Article
Empirical Study of Travel Time Estimation and Reliability
Table 1
Distribution form of 15 min travel time under different traffic conditions.
| Signalized arterial link | Congested | Slow | Free flow | <10 km/h | 10 km/h to 30 km/h | >30 km/h | Number | Percentile | Number | Percentile | Number | Percentile |
| Normal distribution (1) | 12 | 0.136 | 23 | 0.155 | 13 | 0.169 | Log-normal distribution (2) | 23 | 0.261 | 55 | 0.372 | 35 | 0.455 | Gamma distribution (3) | 15 | 0.170 | 22 | 0.149 | 17 | 0.221 | Weibull distribution (4) | 38 | 0.432 | 48 | 0.324 | 12 | 0.156 |
| Urban Expressway | Congested | Slow | Free flow | <20 km/h | 20 km/h to 50 km/h | >50 km/h | Number | Percentile | Number | Percentile | Number | Percentile |
| Normal distribution (1) | 10 | 0.222 | 48 | 0.142 | 16 | 0.050 | Log-normal distribution (2) | 12 | 0.267 | 149 | 0.442 | 181 | 0.569 | Gamma distribution (3) | 6 | 0.133 | 98 | 0.291 | 115 | 0.362 | Weibull distribution (4) | 17 | 0.378 | 42 | 0.125 | 6 | 0.019 |
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