The simulation results of the scenarios with critical cv ratio
| Demand level | 1,500 | 2,000 | 2,500 | 3,000 | 3,500 | 4,000 |
|---|---|---|---|---|---|---|
| Critical CV ratio (%) | 60 | 50 | 40 | 35 | 30 | 20 |
| All traffic TT with no CV | 130.08 | 134.20 | 139.60 | 147.01 | 157.92 | 179.17 |
| All traffic TT with CV | 121.92 | 126.27 | 131.98 | 139.14 | 149.37 | 168.34 |
| TT of CV | 121.28 | 125.05 | 129.96 | 136.55 | 146.06 | 163.27 |
| TT of RV | 122.86 | 127.49 | 133.36 | 140.59 | 150.85 | 169.72 |
| TT difference between CV and RV (%) | 1.3 | 2.4 | 3.4 | 4 | 4.7 | 6.4 |
| 1,500 | 2,000 | 2,500 | 3,000 | 3,500 | 4,000 | |
|---|---|---|---|---|---|---|
| 60 | 50 | 40 | 35 | 30 | 20 | |
| 130.08 | 134.20 | 139.60 | 147.01 | 157.92 | 179.17 | |
| 121.92 | 126.27 | 131.98 | 139.14 | 149.37 | 168.34 | |
| 121.28 | 125.05 | 129.96 | 136.55 | 146.06 | 163.27 | |
| 122.86 | 127.49 | 133.36 | 140.59 | 150.85 | 169.72 | |
| 1.3 | 2.4 | 3.4 | 4 | 4.7 | 6.4 |
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