Research Article
Analysis on Lane Capacity for Expressway Toll Station Using Toll Data
Table 5
Fitting parameters for the lognormal distribution of service time when ETC/MTC entrances 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 | | 4168 | 19.27 | 2.41 | 5.69 | 2.61 | 73.73 | 2.45 | 1.32 | 2.72 | 2.46 | | 4104 | 26.41 | 2.35 | 14.23 | 2.65 | 56.68 | 2.46 | 2.68 | 2.74 | 2.47 |
| 3304 | | 3519 | 2.29 | 2.70 | N.P. | N.P. | 97.71 | 2.86 | N.P. | N.P. | 2.86 | | 4076 | 16.90 | 2.43 | 13.54 | 2.77 | 64.01 | 2.53 | 5.54 | 2.75 | 2.56 |
| 3501 | | 4053 | 30.10 | 2.34 | 14.16 | 2.62 | 50.95 | 2.45 | 4.79 | 2.78 | 2.46 | | 3907 | 28.03 | 2.37 | 19.86 | 2.72 | 45.20 | 2.50 | 6.91 | 2.83 | 2.53 |
| 6705 | | 4174 | 23.77 | 2.39 | 8.77 | 2.59 | 64.09 | 2.44 | 3.38 | 2.67 | 2.45 | | 3214 | 23.21 | 2.45 | 19.38 | 2.82 | 49.81 | 2.46 | 7.59 | 2.76 | 2.55 |
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N.P. = not present in traffic mix.
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