Research Article
Unbalanced Multiple Left Turn Lane Usage Modelling: From Individual Choice to Aggregate Volume
Table 5
Values of static influential factors at the study sites.
| | Site | Configurations | SF2 | SF3 | SF4 | SF5 | SF6 | SF7 | SF8 | SF9 | SF10 |
| | D1 | 4SL+2LTL | Yes | 220s (3) | 190s (2) | 30s (2) | No | 59m (3) | 0m (1) | 158m (2) | 95m (2) | | D2 | 3SL+2LTL+1RL | No | 210s (2) | 193s (2) | 17s (1) | Yes | 48m (2) | 91m (3) | 107m (1) | 77m (1) | | D3 | 2SL+2LTL | No | 200s (1) | 164s (1) | 36s (2) | No | 34m (1) | 0m (1) | 123m (1) | 108m (3) | | D4 | 3SL+2LTL | No | 260s (4) | 205s (3) | 55s (3) | Yes | 38m (1) | 70m (2) | 289m (3) | 200m (4) |
| | T1 | 2SL+3LTL+1RTL | Yes | 219s (2) | 183s (2) | 36s (1) | Yes | 30m (1) | 66m (2) | 142m (1) | 94m (1) | | T2 | 1SL+3LTL+1RTL | No | 104s (1) | 76s (1) | 28s (1) | No | 27m (1) | 0m (1) | 172m (2) | 157m (2) | | T3 | 1SL+3LTL+1RTL | No | 242s (4) | 194s (3) | 48s (2) | No | 25m (1) | 0m (1) | 195m (3) | 180m (3) | | T4 | 3SL+3LTL+1RTL | Yes | 230s (3) | 184s (2) | 46s (2) | Yes | 30m (1) | 148m (3) | 300m (4) | 200m (3) |
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Note: SL: straight lane; RTL: right-turn lane; m: meters; s: seconds; “- -”: null.
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