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Full-scale bridge expansion joint monitoring using a real-time wireless network

  • Pierredens Fils (Department of Civil and Environmental Engineering, University of Connecticut) ;
  • Shinae Jang (Department of Civil and Environmental Engineering, University of Connecticut) ;
  • Daisy Ren (Department of Civil and Environmental Engineering, University of Connecticut) ;
  • Jiachen Wang (Department of Computer Science & Engineering, University of Connecticut) ;
  • Song Han (Department of Computer Science & Engineering, University of Connecticut) ;
  • Ramesh Malla (Department of Civil and Environmental Engineering, University of Connecticut)
  • Received : 2022.11.22
  • Accepted : 2022.12.06
  • Published : 2022.12.25

Abstract

Bridges are critical to the civil engineering infrastructure network as they facilitate movement of people, the transportation of goods and services. Given the aging of bridge infrastructure, federal officials mandate visual inspections biennially to identify necessary repair actions which are time, cost, and labor-intensive. Additionally, the expansion joints of bridges are rarely monitored due to cost. However, expansion joints are critical as they absorb movement from thermal effects, loadings strains, impact, abutment settlement, and vehicle motion movement. Thus, the need to monitor bridge expansion joints efficiently, at a low cost, and wirelessly is desired. This paper addresses bridge joint monitoring needs to develop a cost-effective, real-time wireless system that can be validated in a full-scale bridge structure. To this end, a wireless expansion joint monitoring was developed using commercial-off-the-shelf (COTS) sensors. An in-service bridge was selected as a testbed to validate the performance of the developed system compared with traditional displacement sensor, LVDT, temperature and humidity sensors. The short-term monitoring campaign with the wireless sensor system with the internet protocol version 6 over the time slotted channel hopping mode of IEEE 802.15.4e (6TiSCH) network showed reliable results, providing high potential of the developed system for effective joint monitoring at a low cost.

Keywords

Acknowledgement

This work was in part funded by the Region 1 (New England) University Transportation Center (UTC) -Transportation Infrastructure Durability Center (TIDC) under grant 69A3551847101 from the U.S. Department of Transportation's University Transportation Centers program. Additional support was provided by a fellowship from the Department of Education, Graduate Assistance in Areas of National Need (GAANN) program, Grant # P200A180064 awarded to the University of Connecticut, and by the University of Connecticut IDEA Grant program. The authors also gratefully acknowledge the Connecticut Department of Transportation (Contacts: Mr. Andrew Cardinali and Mr. Bao Chuong) for generously making the testbed bed bridge available for this study.

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