Connected Vehicle Data-Driven Robust Optimization for Traffic Signal Timing: Modeling Traffic Flow Variability and Errors

Research output: Contribution to journalResearch articleContributedpeer-review

Contributors

  • Chaopeng Tan - , Chair of Traffic Process Automation (Author)
  • Yue Ding - , Tongji University (Author)
  • Kaidi Yang - , National University of Singapore (Author)
  • Hong Zhu - , Tongji University (Author)
  • Keshuang Tang - , Tongji University (Author)

Abstract

Recent advancements in Connected Vehicle (CV) technology have prompted research on leveraging CV data for more effective traffic management. However, existing studies on CV-based signal control share a common shortcoming in that they all ignore traffic flow estimation errors in their modeling process, which is inevitable due to the sampling observation nature of CVs. This study proposes a CV data-driven robust optimization framework for traffic signal timing, accounting for both traffic flow variability and estimation errors. First, we propose a general CV data-driven deterministic optimization model (CV-DO) that can be widely applied to various scenarios, including under-/over-saturated and fixed-/real-time signalized intersections. Then, we propose a novel CV data-driven uncertainty set of arrival rates, circumventing the error-prone estimation process and accounting for both traffic flow variability errors. Finally, a CV data-driven robust optimization model (CV-RO) is formulated to explicitly handle arrival rate uncertainties. Employing the robust counterpart approach, this robust optimization problem can be converted to deterministic mixed-integer linear programming problems that can be solved efficiently with exact solutions. The evaluation results at a real-world intersection highlight the superior performance of the CV-RO model compared to the deterministic model and traditional methods across various scenarios. At different levels of traffic flow fluctuations, CV-RO can reduce delays by 5-26% compared to CV-DO at fixed-time signalized intersections with 0.1 CV penetration rate. The results on a real-time signalized network show that CV-RO can reduce 5% delays compared to the CV-DO model and 35.5% delays compared to actuated control at a 0.3 penetration rate.

Details

Original languageEnglish
JournalIEEE Transactions on Intelligent Transportation Systems
Publication statusE-pub ahead of print - 16 Sept 2025
Peer-reviewedYes

External IDs

ORCID /0000-0003-4737-5304/work/194826600

Keywords

Keywords

  • arrival rate bounds, connected vehicle, data-driven uncertainty set, mixed-integer linear programming, robust optimization, Traffic signal timing