Table 1 Mixed traffic flow simulation scenarios
| Demand level (two lanes) | CV penetration rate | CV flows (two lanes) |
|---|---|---|
| 1,500 veh/h | 5%–80% with 5% increment | 75–1,200 veh/hr |
| 2,000 veh/h | 5%–80% with 5% increment | 100–1,600 veh/hr |
| 2,500 veh/h | 5%–80% with 5% increment | 125–2,000 veh/hr |
| 3,000 veh/h | 5%–80% with 5% increment | 150–2,400 veh/hr |
| 3,500 veh/h | 5%–80% with 5% increment | 175–2,800 veh/hr |
| 4,000 veh/h | 5%–80% with 5% increment | 200–3,200 veh/hr |
| CV penetration rate | CV flows (two lanes) | |
|---|---|---|
| 5%–80% with 5% increment | 75–1,200 veh/hr | |
| 5%–80% with 5% increment | 100–1,600 veh/hr | |
| 5%–80% with 5% increment | 125–2,000 veh/hr | |
| 5%–80% with 5% increment | 150–2,400 veh/hr | |
| 5%–80% with 5% increment | 175–2,800 veh/hr | |
| 5%–80% with 5% increment | 200–3,200 veh/hr |
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