Evaluation of Simulation Models for Congested Dallas Freeways

Middleton, M. D.; Cooner, S. A. · 1999 · ROSA P / Texas. Dept. of Transportation

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Summary

This study addresses the challenge of accurately simulating traffic flow on congested urban freeways, a problem motivated by increasing travel demand and deteriorating levels of service in Texas. While existing simulation tools perform well under free-flow conditions, they struggle to model the complex vehicle interactions, lane changes, and driver behaviors characteristic of congested environments. The research aimed to identify which simulation models are best suited for saturated conditions, calibrate them using real-world data, and provide recommendations for their application in Texas. The researchers selected three simulation models for evaluation: CORSIM (specifically its FRESIM component), FREQ, and INTEGRATION. These were chosen based on a literature review of macroscopic, microscopic, and mesoscopic modeling capabilities. The study utilized three specific freeway sections in the Dallas area that experienced recurrent congestion due to bottlenecks: SB Spur 408 to WB IH 20, EB IH 635 to NB US 75, and NB SH 360. The methodology involved coding these sites into each model and performing base case simulations using default parameters. Subsequently, the models were calibrated using "before" operational data (speeds and volumes) collected prior to geometric improvements. Validation was conducted using "after" data from the same sites following bottleneck removals, allowing the team to assess the models' predictive accuracy and reliability under changing conditions. The results indicated that while all three models performed relatively well under uncongested conditions, their performance became sporadic and largely unreliable when simulating congested traffic. None of the models could be successfully calibrated and validated across all three test sites. CORSIM demonstrated the best overall performance among the tested models but was only effective on the simplest of the three test sites. The other models, FREQ and INTEGRATION, failed to consistently replicate the observed congested flow characteristics, highlighting significant limitations in their ability to handle the complexities of saturated freeway operations. The significance of this study lies in its empirical demonstration that existing simulation tools are not yet robust enough for universal application in congested freeway analysis. The findings suggest that transportation professionals must exercise caution when using these models for benefit assessments or operational improvements in congested environments. The report concludes that while CORSIM is the most promising option among those tested, it is limited to simpler geometric configurations. The study underscores the need for further development in simulation modeling to accurately capture vehicle interactions and driver behaviors under congestion, providing a critical baseline for future research and model selection in Texas.

Key finding

None of the tested simulation models (CORSIM, FREQ, INTEGRATION) could be successfully calibrated and validated for all congested test sites, with CORSIM showing the best overall but limited performance.

Methodology

field_study

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