Affiliation:
1. Department of Civil, Construction, and Environmental Engineering North Carolina State University Raleigh North Carolina USA
2. Department of Built Environment Aalto University Espoo Finland
3. Department of Civil & Environmental Engineering Florida International University Miami Florida USA
4. Department of Civil & Coastal Engineering University of Florida Gainesville Florida USA
Abstract
AbstractThis paper formulates a cooperative traffic control methodology that integrates traffic signal timing and ramp metering decisions into an optimization model to improve traffic operations in a corridor network. A mixed integer linear model is formulated and is solved in real time within a model predictive controller framework, where the cell transmission model is used as the system state predictor. The methodology is benchmarked in a case study corridor in San Mateo, CA, in VISSIM with two optimization scenarios, namely, optimal metering and optimal signal control, and two simulation scenarios with a preset metering plan and no metering. The numerical results show that integrated traffic signal and ramp metering control reduces delays, stops, and travel times of the corridor by up to 33.1%, 36%, and 16.4%, respectively, compared to existing benchmark conditions. With appropriate weights prioritizing freeway or arterial street operations, the integrated control balances traffic congestion between the arterial street and the freeway.