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A Comprehensive Railroad-Highway Grade Crossing Consolidation Model: A Machine Learning Approach
Samira Soleimani1, Saleh R Mousa2, Julius Codjoe3
1Geography & Anthropology Department, Louisiana State University, Baton Rouge, LA 70802, United States.
A new data-driven model using eXtreme Gradient Boosting (XGBoost) identifies highway-rail grade crossings suitable for closure. The model accurately predicts closures, suggesting 62% of crossings could be closed to improve safety.
Area of Science:
- Transportation Engineering
- Data Science
- Public Safety
Background:
- Highway-rail grade crossings present significant safety risks, causing numerous vehicle-train incidents, injuries, and fatalities annually in the U.S.
- Current safety measures like grade separation and active alarms are employed, but crossing closures are the most effective safety improvement strategy.
- Incentive programs and consolidation models are crucial for facilitating the difficult process of closing highway-rail grade crossings.
Purpose of the Study:
- To develop a data-driven consolidation model for determining the suitability of highway-rail grade crossing closures.
- To utilize an eXtreme Gradient Boosting (XGBoost) algorithm for accurate prediction of crossing closure suitability.
- To identify key engineering variables influencing crossing closure decisions and provide insights into model behavior.
Main Methods:
- Application of an eXtreme Gradient Boosting (XGBoost) algorithm to a dataset of U.S. highway-rail grade crossings.
- Development of a data-driven consolidation model incorporating various engineering variables.
- Creation of a simplified model through sensitivity analysis, considering aggregate gain and correlation thresholds.
Main Results:
- The proposed XGBoost consolidation model achieved a high overall accuracy of 0.991 in predicting crossing closure suitability.
- The model identified the relative importance of input variables, offering transparency and understanding of its decision-making process.
- A simplified 14-variable model demonstrated similar performance to the full model, with 75% aggregate gain and a 0.9 correlation threshold.
Conclusions:
- The developed data-driven model effectively identifies highway-rail grade crossings suitable for closure, significantly enhancing safety.
- Approximately 62% of current highway-rail grade crossings are identified as candidates for closure based on the simplified model.
- The study provides a practical tool for transportation authorities to prioritize and implement effective safety improvement programs through strategic crossing closures.
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