Burlington-Bristol Bridge
Burlington-Bristol Bridge
Burlington-Bristol Bridge
Air gap
Monitoring deck vibrations

Intelligent Infrastructure Systems, a Pennoni company, was contracted to design and install an efficient structural-health monitoring (SHM) system capable of providing information regarding the operational and structural performance of the Burlington-Bristol Bridge. The owner, Burlington County Bridge Commission, has adopted the goal of indefinite preservation for their signature structures and has moved to augment conventional engineering practice with the latest sensing and simulation technology to ensure all decisions are made from the most informed standpoint possible.

The Burlington-Bristol Bridge is a signature long-span bridge that crosses the Delaware River to connect Bristol, Pennsylvania, and Burlington City, New Jersey. The bridge is 3,144 feet in total length, with a 540-foot main-span through truss that lifts 75 feet vertically to accommodate large ships.

To assist in the design and development of the SHM system, a detailed 3-D finite element model of the entire span was constructed, and used to design an efficient and effective instrumentation plan.

The SHM system for the Burlington-Bristol Bridge utilizes a wide variety of Campbell Scientific hardware and sensors to achieve the measurement objectives. Specifically, a CR1000 datalogger measures two laser displacement sensors that measure the movement of the movable lift span in conjunction with a CS477 water-level sensor that provides real-time under-clearance of the bridge to its operators. A network of CR3000 dataloggers also measures both electrical resistance strain and vibrating-wire strain gages across the bridge. CR3000s are also used to measure vehicle-speed sensors and road-surface temperature sensors, both aimed at improving operational performance of the bridge.


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Case Study Summary

Application

Structural health monitoring

Location

Bristol, PA; Burlington, NJ

Products Used

CR1000  CR3000  CR6  AM16/32B  AVW200  AM25T  WXT520  CS477-L  LOGGERNET  RTMCPRO  LNDB 

Contributors

Nathaniel Dubbs, PhD, PE, P.Eng;
John Prader, PhD, PE;
Kirk Grimmelsman, PhD, PE;
Thomas Golecki, SE, PE
(all from Intelligent Infrastructure Systems)

Participating Organizations

Burlington County Bridge Commission

Measured Parameters

Displacement, strain, load, surface temperature, ambient weather, bridge-to-water distance, vehicle speed


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