Research Article
Analysing the Impact of Traffic Incidents on the Travel Time Reliability of Freeway High-Occupancy Vehicle Lanes
Table 1
Table of inflow-percentile travel time of GPL I-405 South under normal situation.
| ā | TT10 (sec/mi) | TT50 (sec/mi) | TT90 (sec/mi) | Sample Size | Inflow (veh/h/ln) |
| 1 | 59.74 | 60.00 | 160.20 | 153 | 0-100 | 2 | 59.74 | 60.00 | 60.00 | 2060 | 100-200 | 3 | 59.74 | 60.00 | 60.00 | 5127 | 200-300 | 4 | 59.74 | 60.00 | 60.00 | 5329 | 300-400 | 5 | 59.74 | 60.00 | 60.00 | 5677 | 400-500 | 6 | 59.74 | 60.00 | 62.57 | 5879 | 500-600 | 7 | 59.74 | 60.00 | 111.83 | 5693 | 600-700 | 8 | 59.74 | 60.00 | 119.35 | 8546 | 700-800 | 9 | 59.74 | 61.15 | 117.39 | 16235 | 800-900 | 10 | 59.74 | 63.87 | 111.87 | 24496 | 900-1000 | 11 | 60.00 | 63.44 | 105.27 | 35361 | 1000-1100 | 12 | 60.00 | 63.36 | 98.85 | 43503 | 1100-1200 | 13 | 60.00 | 63.51 | 93.39 | 34495 | 1200-1300 | 14 | 60.10 | 64.23 | 90.54 | 26277 | 1300-1400 | 15 | 60.29 | 65.76 | 89.87 | 17840 | 1400-1500 | 16 | 60.55 | 68.53 | 90.98 | 6884 | 1500-1600 | 17 | 60.86 | 69.73 | 90.63 | 2134 | 1600-1700 | 18 | 60.75 | 69.63 | 95.15 | 455 | 1700-1800 | 19 | 59.74 | 66.57 | 104.43 | 139 | 1800-1900 | 20 | 59.74 | 65.41 | 96.61 | 126 | 1900-2000 | 21 | 59.92 | 65.69 | 94.41 | 137 | 2000-2100 | 22 | 60.16 | 65.94 | 102.96 | 102 | 2100-2200 |
|
|