Bridge in Ozimek (object state)

A condition of an object at a particular time, reflecting the object's ability to fulfil it's requirements.

Properties

Element type

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Object state

Summary

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The bridge over Mala Panew River was constructed generally for pedestrian traffic use. The most important damage for this bridge is excessive deformation. It is used two performance indicator: deformation and elongation measurements and chemical properties. The signal of sensors could monitoring dynamic response. This leads to reduction risks of the deformation.

Prior information

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Monitoring data

Performance indicator

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Deformation, Chemical properties, Other, Elongation measurements (rods/ropes)

"Other" is not in the list (Deformation, Displacement, Traffic information via WIM/BWIM, Dynamic response (acceleration/damping/frequencies), Material mechanical properties, Chemical properties, Electrical properties, Load bearing capacity, Spatial properties (concrete cover/duct voids), Other actions (wind/temperature/earthquake), ...) of allowed values for the "Performance indicator" property. "Elongation measurements (rods/ropes)" is not in the list (Deformation, Displacement, Traffic information via WIM/BWIM, Dynamic response (acceleration/damping/frequencies), Material mechanical properties, Chemical properties, Electrical properties, Load bearing capacity, Spatial properties (concrete cover/duct voids), Other actions (wind/temperature/earthquake), ...) of allowed values for the "Performance indicator" property.

Relations with other elements

Bridge in Ozimek (object state)

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Observed deterioration processes Fatigue

Bridge in Ozimek (object state)

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Observed damage types Excessive deformation

Bridge in Ozimek (case study)

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Concluded object state Bridge in Ozimek (object state)