The Lutrive Parallel Twin Bridges were built in 1972 by the corbelling method with central articulations, the two bridges are gently curved and each bridge is approximately 395 m long on four spans. The bridge’s cross-section consists of a box girder of variable height and two overhangs.
Aim of monitoring:
Six 10 m long SOFO sensors were installed inside the box girder of the Lutrive Parallel Twin Bridges to monitor the curvature variations of one bridge span. By double-integration of the curvature, it is possible to calculate the vertical displacements of the bridge and compare them to simulations of the healthy bridge to asses its condition
Main results:
The curvature variations of the bridge under thermal loading were measured for 24 hours. The figure shows the temporal comparison between the vertical displacements calculated from the fiber optic sensors (solid line) and a hydrostatic leveling system (dashed line) for a point placed at a quarter. The hydrostatic leveling precision can be estimated to be about +/- 0.5 mm. One of the fiber optic systems (including the mathematical analysis) can be shown to be better than +/- 0.1mm. This example shows the possibility of obtaining precise information about the vertical displacement of a bridge using only a reduced number of displacement sensors. Because of the integrating nature of the SOFO measurements, local effects like concrete inhomogeneities or cracks have a minor influence on the results compared to more localized measurement systems (e.g. inclinometers, strain gauges,…).
| INSTALLATION PERIOD | TYPE OF SENSORS | NUMBER OF SENSORS |
| 1996 – 2000 | SOFO | 26 |
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