Assessing the Impact of Vehicle Heterogeneity on Traffic Flow Efficiency on a Bridge Using Weigh-In-Motion Data
DOI:
https://doi.org/10.7250/bjrbe.2026-21.677Keywords:
computer simulations, macroscopic traffic models, machine learning, traffic flow, traffic simulation, vehicle heterogeneity, Weigh-in-MotionAbstract
This study investigates how traffic heterogeneity affects both traffic-flow efficiency and bridge structural demand using one year of road-based Weigh-in-Motion (WIM) data collected on a 60 m two-span simply supported prestressed-concrete girder bridge in Nanjing, China. The objective was to develop an integrated framework for quantifying the joint influence of vehicle composition on traffic performance and bridge load effects, and to evaluate whether operational mitigation measures can improve both mobility and structural performance. The methodology combined data preprocessing, vehicle classification, macroscopic traffic-flow modelling, statistical analysis, influence-line-based structural load-effect estimation, machine-learning prediction, and simulation-based intervention evaluation. Traffic-flow relationships were analysed using the Greenshields’s, Greenberg’s, and Underwood’s models, while XGBoost and SHAP were applied to predict and interpret traffic and structural indicators derived from the processed WIM dataset. The results showed that increasing heavy-vehicle proportion reduced traffic efficiency by lowering flow and speed and increasing density, while simultaneously increasing predicted bending moment, shear force, and fatigue-related demand. Among the calibrated traffic-flow models, the Underwood’s model achieved the lowest RMSE, while the Greenshields’s model remained highly competitive and was retained because of its simpler and more interpretable formulation. The scenario analysis further indicated that both lane management and speed harmonization reduced structural demand relative to the baseline observed traffic condition, with lane management providing the greater overall benefit. The proposed framework is intended as an analytical and scenario-based decision-support methodology for evaluating bridge traffic-management strategies under heterogeneous traffic conditions.
References
Adresi, M., Abedi, M., Dong, W., & Yekrangnia, M. (2024). A review of different types of weigh-in-motion sensors: State-of-the-art. Measurement, 225, 114042. https://doi.org/10.1016/j.measurement.2023.114042 DOI: https://doi.org/10.1016/j.measurement.2023.114042
Blacha, Ł. (2021). Non-Linear Probabilistic Modification of Miner’s Rule for Damage Accumulation. Materials, 14(23), 7335. https://doi.org/10.3390/ma14237335 DOI: https://doi.org/10.3390/ma14237335
Cartiaux, F.-B., Semiao, J., & Jacob, B. (2023). Performance assessment of a bridge WIM system using optical strands. Transportation Research Procedia, 72, 3940–3947. https://doi.org/10.1016/j.trpro.2023.11.486 DOI: https://doi.org/10.1016/j.trpro.2023.11.486
Chen, T., & Guestrin, C. (2016). XGBoost: A Scalable Tree Boosting System. Proceedings of the 22nd ACM SIGKDD International Conference on Knowledge Discovery and Data Mining, 785–794. https://doi.org/10.1145/2939672.2939785 DOI: https://doi.org/10.1145/2939672.2939785
Claude Sugira, J., Nsengimana, J. P., & Marc, N. (2023). Capacity Analysis Based on Vehicle Trajectory Data on a Weaving Bottleneck in Nanjing. Engineering Perspective, 3(3), 27–34. https://doi.org/10.29228/eng.pers.71385 DOI: https://doi.org/10.29228/eng.pers.71385
Dong, Y., Wang, D., Pan, Y., & Ma, Y. (2023). Large field monitoring system of vehicle load on long-span bridge based on the fusion of multiple vision and WIM data. Automation in Construction, 154, 104985. https://doi.org/10.1016/j.autcon.2023.104985 DOI: https://doi.org/10.1016/j.autcon.2023.104985
Gokce, H. B., Catbas, F. N., & Frangopol, D. M. (2011). Evaluation of Load Rating and System Reliability of Movable Bridge. Transportation Research Record: Journal of the Transportation Research Board, 2251(1), 114–122. https://doi.org/10.3141/2251-12 DOI: https://doi.org/10.3141/2251-12
González, A., Rowley, C., & OBrien, E. J. (2008). A general solution to the identification of moving vehicle forces on a bridge. International Journal for Numerical Methods in Engineering, 75(3), 335–354. https://doi.org/10.1002/nme.2262 DOI: https://doi.org/10.1002/nme.2262
Greenberg, H. (1959). An Analysis of Traffic Flow. Operations Research, 7(1), 79–85. https://doi.org/10.1287/opre.7.1.79 DOI: https://doi.org/10.1287/opre.7.1.79
Kockelman, K. M. (n.d.). Modeling traffic’s flow-density relation: Accommodation of multiple flow regimes and traveler types. Transportation, 28, 363–374. https://doi.org/10.1023/A:1011815913359 DOI: https://doi.org/10.1023/A:1011815913359
Lopez, P. A., Wiessner, E., Behrisch, M., Bieker-Walz, L., Erdmann, J., Flotterod, Y.-P., Hilbrich, R., Lucken, L., Rummel, J., & Wagner, P. (2018). Microscopic Traffic Simulation using SUMO. 2018 21st International Conference on Intelligent Transportation Systems (ITSC), 2575–2582. https://doi.org/10.1109/ITSC.2018.8569938 DOI: https://doi.org/10.1109/ITSC.2018.8569938
Lundberg, S., & Lee, S.-I. (2017). A Unified Approach to Interpreting Model Predictions (arXiv:1705.07874). arXiv. https://doi.org/10.48550/arXiv.1705.07874
Nowak, A. S., & Szerszen, M. M. (2000). Structural reliability as applied to highway bridges. Progress in Structural Engineering and Materials, 2(2), 218–224. https://doi.org/10.1002/1528-2716(200004/06)2:2%3C218::AID-PSE27%3E3.0.CO;2-8 DOI: https://doi.org/10.1002/1528-2716(200004/06)2:2<218::AID-PSE27>3.0.CO;2-8
Roh, C.-G., Park, B.-J., & Kim, J. (2017). Impact of Heavy Vehicles on Highway Traffic Flows: Case Study in the Seoul Metropolitan Area. Journal of Transportation Engineering, Part A: Systems, 143(9), 05017008. https://doi.org/10.1061/JTEPBS.0000077 DOI: https://doi.org/10.1061/JTEPBS.0000077
Ruiz, M., Gualdrón, Ó., Peral Mondaza, J. A., & Mujica Delgado, L. E. (2025). Data Interpretation in Structural Health Monitoring: Toward a Universal Language. Sensors, 25(10), 3054. https://doi.org/10.3390/s25103054 DOI: https://doi.org/10.3390/s25103054
Saifuzzaman, M., & Zheng, Z. (2014). Incorporating human-factors in car-following models: A review of recent developments and research needs. Transportation Research Part C: Emerging Technologies, 48, 379–403. https://doi.org/10.1016/j.trc.2014.09.008 DOI: https://doi.org/10.1016/j.trc.2014.09.008
Sugira, J. C., Zhou, X., & De Dieu Ninteretse, J. (2026). An analytical probability distribution model for extreme bridge traffic load effects based on WIM data and extreme value theory. Advances in Bridge Engineering, 7(1), 33. https://doi.org/10.1186/s43251-026-00210-x DOI: https://doi.org/10.1186/s43251-026-00210-x
Sujon, M., & Dai, F. (2021). Application of weigh-in-motion technologies for pavement and bridge response monitoring: State-of-the-art review. Automation in Construction, 130, 103844. https://doi.org/10.1016/j.autcon.2021.103844 DOI: https://doi.org/10.1016/j.autcon.2021.103844
Wang, H., Li, J., Chen, Q.-Y., & Ni, D. (2011). Logistic modeling of the equilibrium speed–density relationship. Transportation Research Part A: Policy and Practice, 45(6), 554–566. https://doi.org/10.1016/j.tra.2011.03.010 DOI: https://doi.org/10.1016/j.tra.2011.03.010
Zhao, X., Wang, L., Zhang, Y., Han, X., Deveci, M., & Parmar, M. (2024). A review of convolutional neural networks in computer vision. Artificial Intelligence Review, 57(4), 99. https://doi.org/10.1007/s10462-024-10721-6 DOI: https://doi.org/10.1007/s10462-024-10721-6
Žnidarič, A., & Kalin, J. (2020). Using bridge weigh-in-motion systems to monitor single-span bridge influence lines. Journal of Civil Structural Health Monitoring, 10(5), 743–756. https://doi.org/10.1007/s13349-020-00407-2 DOI: https://doi.org/10.1007/s13349-020-00407-2
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Copyright (c) 2026 Jean Claude Sugira, Marc Nshimiyimana, Jean De Dieu Ninteretse, Philemon Niyogakiza

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