Research Article
Evaluation of Ramp Metering Impacts on Travel Time Reliability and Traffic Operations through Simulation
Table 5
Queue length and waiting time results for ALINEA and HERO ramp control.
| Ramp Location | Avg. Queue | Max. Queue | Spillback % | Avg. Wait Time | Max Wait Time |
| ALINEA |
| St. | 48 ft | 238 ft | 0.0% | 6.6 sec | 61.2 sec | Southwest Blvd. | 413 ft | 1712 ft | 12.8% | 71.3 sec | 372.3 sec | St. | 195 ft | 440 ft | 2.1% | 38.5 sec | 82 sec | St. | N/A | N/A | N/A | 53.5 sec | 148 sec |
| HERO |
| St. | 99 ft | 230 ft | 0.0% | 18.6 sec | 61.2 sec | Southwest Blvd. | 430 ft | 930 ft | 0.0% | 79.8 sec | 200.8 sec | St. | 160 ft | 380 ft | 0.1% | 31.6 sec | 73.5 sec | St. | N/A | N/A | N/A | 53 sec | 155 sec |
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