Bridge health monitoring via drive-by sensing: A novel CNN-based framework with full-scale field validation

This study introduces a pioneering approach to bridge Structural Health Monitoring (SHM) that integrates drive-by sensing with 1D Convolutional Neural Networks (CNNs). In one of the first known field tests that combined drive-by sensing and controlled damage of an in-service bridge, a full-scale reinforced concrete (RC) bridge in Nebraska was subjected to a series of progressive damage scenarios, with each subsequent damage state building upon the previous structural damage: healthy state (D0), saw-cutting of a parapet (D1), scour (D2), and deck damage (D3). A U-Haul truck, equipped with five strategically placed accelerometers, collected vibration data while traversing the bridge at speeds ranging from 0 to 30 mph (48 km/h), simulating real-world traffic conditions. The acquired time series from accelerometers were processed and input into a custom-designed 1D CNN model for damage detection and classification. The model demonstrated 99.9% training accuracy, 94.44% validation accuracy, and 93% testing accuracy. Detailed analysis of the confusion matrices revealed high classification precision across all damage states, with healthy (D0) and severely damaged (D3) conditions classified with over 95% accuracy, scour damage (D2) with over 92% accuracy, and parapet damage (D1) classified with slightly lower but robust performance exceeding 85%. This research represents the first successful application of 1D CNNs for damage detection of a full-scale, in-situ, bridge using drive-by sensing. These findings serve as an important step towards offering a non-intrusive, cost-effective, and scalable alternative to traditional SHM techniques. The proposed method demonstrated promising accuracy and efficiency in classifying bridge damage states, representing a significant first step toward advancing bridge health assessment practices. This approach has strong potential to enable safer and more resilient transportation infrastructure while optimizing maintenance resources.

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Publication Details

Journal
Mechanical Systems and Signal Processing
Published
2026-04-16
DOI
https://doi.org/10.1016/j.ymssp.2026.114255
Primary Topic
Structural Health Monitoring Techniques
Type
article
Field-Weighted Citation Impact
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article

Bridge health monitoring via drive-by sensing: A novel CNN-based framework with full-scale field validation

Burak Duran, Daniel G. Linzell, Yashar Eftekhar Azam
Mechanical Systems and Signal Processing
Structural Health Monitoring Techniques
article

Bridge health monitoring via drive-by sensing: A novel CNN-based framework with full-scale field validation

Burak Duran, Daniel G. Linzell, Yashar Eftekhar Azam
article en

Abstract

This study introduces a pioneering approach to bridge Structural Health Monitoring (SHM) that integrates drive-by sensing with 1D Convolutional Neural Networks (CNNs). In one of the first known field tests that combined drive-by sensing and controlled damage of an in-service bridge, a full-scale reinforced concrete (RC) bridge in Nebraska was subjected to a series of progressive damage scenarios, with each subsequent damage state building upon the previous structural damage: healthy state (D0), saw-cutting of a parapet (D1), scour (D2), and deck damage (D3). A U-Haul truck, equipped with five strategically placed accelerometers, collected vibration data while traversing the bridge at speeds ranging from 0 to 30 mph (48 km/h), simulating real-world traffic conditions. The acquired time series from accelerometers were processed and input into a custom-designed 1D CNN model for damage detection and classification. The model demonstrated 99.9% training accuracy, 94.44% validation accuracy, and 93% testing accuracy. Detailed analysis of the confusion matrices revealed high classification precision across all damage states, with healthy (D0) and severely damaged (D3) conditions classified with over 95% accuracy, scour damage (D2) with over 92% accuracy, and parapet damage (D1) classified with slightly lower but robust performance exceeding 85%. This research represents the first successful application of 1D CNNs for damage detection of a full-scale, in-situ, bridge using drive-by sensing. These findings serve as an important step towards offering a non-intrusive, cost-effective, and scalable alternative to traditional SHM techniques. The proposed method demonstrated promising accuracy and efficiency in classifying bridge damage states, representing a significant first step toward advancing bridge health assessment practices. This approach has strong potential to enable safer and more resilient transportation infrastructure while optimizing maintenance resources.

Mechanical Systems and Signal ProcessingVol. 252
Worcester Polytechnic Institute (US), University of New Hampshire (US)
Industry, innovation and infrastructure
Openalex Percentile: Top 12%
Structural Health Monitoring Techniques
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