Structural Monitoring and Maintenance

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Bridge health monitoring in the United States: A review

  • Rizzo, Piervincenzo (Department of Civil and Environmental Engineering, University of Pittsburgh) ;
  • Enshaeian, Alireza (Laboratory for Nondestructive Evaluation and Structural Health Monitoring Studies, Department of Civil and Environmental Engineering, University of Pittsburgh)
  • Received : 2020.08.05
  • Accepted : 2020.11.12
  • Published : 2021.03.25
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Abstract

The assessment of bridges' health has become a relevant component of the maintenance paradigm especially in those countries in which many structures are rated in poor condition and/or are over 50 years old. Additionally, the permanent monitoring of bridges helps engineers in validating the design prediction of bridge structural response to external loads. With more than 600,000 highway bridges, 46.4% of which rated as fair and 7.6% rated in poor condition, United States is one of those countries in which the installation of reliable bridge health monitoring systems is strategically necessary to minimize and optimize repair and rehabilitation costs and to minimize the risk of failures. In this paper, a thorough review of the scientific literature on structural health monitoring systems installed in U.S. bridges over the last 20 years is presented. This review aims to offer interested readers a holistic perspective of recent and current state-of-the-art bridge health monitoring systems and to extract a "general paradigm" that is common to many real structures. The review, conducted through a comprehensive search of peer-reviewed documents available in the scientific literature, discusses more than sixty bridges in terms of the instrumentation used, scope of the monitoring, and main outcomes. Overall, it was found that the monitoring systems provide a valuable tool to compare the structural responses predicted using analytical or numerical tools with the real response of the given structures. Owing to the relative short time span of the monitoring period, most of the monitoring systems did not flag any serious structural flaws that required the closure of the bridge monitored.

Keywords

Acknowledgement

The authors acknowledge the support of the Pennsylvania Department of Transportation (PennDOT) under the Work Order-003 titled "Data Management, Mining, and Inference for Bridge Monitoring". The initial contribution of Dr. Max Stephens and Miss Qianyun (Gloria) Zhang is acknowledged. The use of the results or reliance on the material presented is the responsibility of the reader. The contents of this document are not meant to represent standards and are not intended for use as a reference in specifications, contracts, regulations, statutes, or any other legal document. The opinions and interpretations expressed are those of the authors and other duly referenced sources. The views and findings reported herein are solely those of the writers and not necessarily those of PennDOT. This paper does not constitute a standard, a specification, or regulations.

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