Long-term monitoring of a progressively deteriorating bridge to support safe operation

Abstract

<p>Gradual deterioration of concrete structures due to alkali-silica reaction (ASR) and other mechanisms is a worldwide issue which is especially concerning for bridges. Currently, the point at which such deterioration begins to significantly impact structural capacity is not clearly defined. In this study, long-term continuous strain monitoring instrumentation was installed on a deteriorating Queensland bridge in order to monitor structural performance and support ongoing management. Short-term conventional instrumentation was also installed, and a grillage model was developed in order to facilitate benchmarking and validation of the long-term system. This paper describes the rationale, selection of instrumentation and presents initial results.</p>