Combining SHAP and iBreakDown to Interpret XGBoost-Based Future Condition Predictions of Steel–Concrete Composite Box-Girder Bridges

Abstract As the number of road bridges increases to meet transportation demands, maintaining this aging network requires a substantial financial burden. Although modern inspection technologies enable precise diagnostics, their costs limit scalability. Thus, cost-effective models that estimate bridge damage indices using minimal data are required. This study presents machine-learning models that predict the future conditions of steel–concrete composite box-girder bridges by integrating publicly accessible datasets, including meteorological observation data and road traffic information, with essential bridge specifications. Among several candidate machine-learning models, the extreme gradient boosting model was identified as the best-performing model owing to its superior predictive capability. To enhance model transparency, an integrated interpretability framework combining Shapley additive explanations and iBreakDown was established to capture both individual feature contributions and their interactions. Finally, the model applicability was evaluated using three bridge data samples. The findings highlight the potential of interpretable machine-learning models to support informed bridge maintenance planning.

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Publication Details

Journal
International Journal of Concrete Structures and Materials
Published
2026-09-30
DOI
https://doi.org/10.1186/s40069-026-00966-6
Primary Topic
Infrastructure Maintenance and Monitoring
Type
article
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article

Combining SHAP and iBreakDown to Interpret XGBoost-Based Future Condition Predictions of Steel–Concrete Composite Box-Girder Bridges

Jong‐Su Jeon, Gil Hwan Wang, Minsun Kim, Eunsoo Choi
International Journal of Concrete Structures and Materials
Infrastructure Maintenance and Monitoring
article

Combining SHAP and iBreakDown to Interpret XGBoost-Based Future Condition Predictions of Steel–Concrete Composite Box-Girder Bridges

Jong‐Su Jeon, Gil Hwan Wang, Minsun Kim, Eunsoo Choi
article en

Abstract

Abstract As the number of road bridges increases to meet transportation demands, maintaining this aging network requires a substantial financial burden. Although modern inspection technologies enable precise diagnostics, their costs limit scalability. Thus, cost-effective models that estimate bridge damage indices using minimal data are required. This study presents machine-learning models that predict the future conditions of steel–concrete composite box-girder bridges by integrating publicly accessible datasets, including meteorological observation data and road traffic information, with essential bridge specifications. Among several candidate machine-learning models, the extreme gradient boosting model was identified as the best-performing model owing to its superior predictive capability. To enhance model transparency, an integrated interpretability framework combining Shapley additive explanations and iBreakDown was established to capture both individual feature contributions and their interactions. Finally, the model applicability was evaluated using three bridge data samples. The findings highlight the potential of interpretable machine-learning models to support informed bridge maintenance planning.

International Journal of Concrete Structures and MaterialsVol. 20(1)
Hanyang University (KR), Hongik University (KR)
Sustainable cities and communities
Openalex Percentile: Top 18%
Infrastructure Maintenance and Monitoring
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Combining SHAP and iBreakDown to Interpret XGBoost-Based Future Condition Predictions of Steel–Concrete Composite Box-Girder Bridges — Jong‐Su Jeon, Gil Hwan Wang, et al. · International Journal of Concrete Structures and Materials (2026) | TGRS Research Map | TGRS