Research Article
Analysis on Lane Capacity for Expressway Toll Station Using Toll Data
Table 6
Fitting parameters for the lognormal distribution of service time when ETC/MTC exits of toll stations are saturated.
| | No. of toll station | No. of lane | Sample size (veh) | ETC type I | ETC type non-I | MTC type I | MTC type non-I | | | Proportion (%) | | Proportion (%) | | Proportion (%) | | Proportion (%) | |
| | 6706 | | 759 | 6.46 | 3.08 | 1.05 | 3.14 | 91.17 | 3.06 | 1.32 | 3.24 | 3.06 | | 1638 | 7.14 | 3.15 | 0.49 | 3.27 | 89.13 | 3.07 | 3.24 | 3.16 | 3.08 | | 1015 | 6.40 | 3.02 | 2.66 | 3.31 | 85.81 | 3.08 | 5.12 | 3.26 | 3.10 |
| | 3304 | | 1175 | 11.06 | 3.06 | 0.26 | 3.44 | 86.04 | 3.03 | 2.64 | 3.13 | 3.04 | | 1421 | 9.99 | 3.10 | 1.13 | 3.50 | 84.45 | 3.06 | 4.43 | 3.14 | 3.07 |
| | 3501 | | 1403 | 5.49 | 3.61 | N.P. | N.P. | 94.51 | 3.38 | N.P. | N.P. | 3.40 | | 1736 | 10.25 | 3.13 | 1.09 | 3.55 | 84.39 | 3.14 | 4.26 | 3.32 | 3.15 |
| | 6705 | | 588 | 9.18 | 3.10 | 0.51 | 3.13 | 88.10 | 3.07 | 2.21 | 3.24 | 3.08 | | 1102 | 10.71 | 3.16 | 0.82 | 3.21 | 85.75 | 3.17 | 2.72 | 3.36 | 3.17 | | 569 | 7.91 | 3.03 | 0.53 | 3.22 | 89.98 | 3.09 | 1.58 | 3.23 | 3.09 | | 1645 | 8.08 | 3.23 | 1.76 | 3.52 | 83.89 | 3.18 | 6.26 | 3.49 | 3.21 |
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