Research Article
Queue Length Estimation Based on Probe Vehicle Data at Signalized Intersections
Table 1
Peak hours traffic volume (pcu).
| Direction | North | East | South | West | Time | Left | Straight | Right | Left | Straight | Right | Left | Straight | Right | Left | Straight | Right |
| 07:30–07:35 | 6 | 26 | 13 | 19 | 76 | 29 | 6 | 23 | 12 | 5 | 50 | 11 | 07:35–07:40 | 11 | 26 | 12 | 24 | 82 | 33 | 11 | 24 | 14 | 9 | 47 | 9 | 07:40–07:45 | 11 | 29 | 11 | 27 | 68 | 23 | 2 | 25 | 11 | 6 | 55 | 15 | 07:45–07:50 | 11 | 32 | 13 | 21 | 94 | 36 | 5 | 40 | 20 | 14 | 57 | 11 | 07:50–07:55 | 10 | 27 | 11 | 27 | 78 | 29 | 2 | 24 | 11 | 10 | 58 | 15 | 07:55–08:00 | 8 | 35 | 15 | 40 | 86 | 33 | 10 | 32 | 18 | 14 | 46 | 18 | 08:00–08:05 | 15 | 31 | 17 | 31 | 77 | 29 | 6 | 29 | 14 | 18 | 47 | 19 | 08:05–08:10 | 13 | 32 | 17 | 36 | 86 | 37 | 9 | 32 | 17 | 14 | 44 | 18 | 08:10–08:15 | 14 | 33 | 11 | 36 | 73 | 31 | 9 | 25 | 12 | 13 | 40 | 26 | 08:15–08:20 | 7 | 39 | 16 | 30 | 74 | 29 | 9 | 27 | 13 | 18 | 41 | 16 | 08:20–08:25 | 5 | 19 | 8 | 34 | 80 | 30 | 13 | 25 | 13 | 16 | 44 | 16 | 08:25–08:30 | 12 | 33 | 16 | 32 | 84 | 32 | 6 | 33 | 14 | 9 | 45 | 20 | 08:30–08:35 | 8 | 28 | 11 | 33 | 101 | 31 | 5 | 28 | 13 | 10 | 40 | 7 | 08:35–08:40 | 6 | 27 | 12 | 32 | 104 | 40 | 8 | 25 | 14 | 14 | 38 | 13 | 08:40–08:45 | 6 | 34 | 16 | 27 | 93 | 32 | 7 | 21 | 6 | 10 | 45 | 12 | 08:45–08:50 | 13 | 34 | 12 | 25 | 88 | 30 | 4 | 26 | 15 | 11 | 27 | 11 | 08:50–08:55 | 8 | 26 | 12 | 27 | 64 | 28 | 5 | 26 | 12 | 13 | 39 | 15 | 08:55–09:00 | 9 | 27 | 12 | 29 | 73 | 28 | 5 | 28 | 12 | 9 | 34 | 11 | 09:00–09:05 | 3 | 26 | 11 | 13 | 73 | 22 | 6 | 26 | 10 | 9 | 34 | 21 | 09:05–09:10 | 11 | 30 | 12 | 23 | 73 | 29 | 7 | 26 | 12 | 5 | 35 | 10 | 09:10–09:15 | 8 | 32 | 14 | 13 | 57 | 23 | 4 | 28 | 12 | 4 | 29 | 13 | 09:15–09:20 | 12 | 34 | 13 | 14 | 58 | 16 | 5 | 25 | 12 | 7 | 25 | 15 | 09:20–09:25 | 9 | 26 | 11 | 20 | 86 | 25 | 8 | 27 | 12 | 4 | 35 | 14 | 09:25–09:30 | 11 | 40 | 16 | 9 | 52 | 21 | 2 | 23 | 10 | 7 | 23 | 11 |
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