Weidatalbrücke (RFB Göttingen) (object state)

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

Properties

Element type
:
Object state
Summary
:
The results of the clamping force measurement indicate that the actual time-dependent deformations from creep and shrinkage are greater than assumed in the static calculation. Apparently the creep and shrinkage processes at the bridge are not yet complete. The measurement results of the inclinometer measurement and the final geodetic measurement from the construction phase were used as reference measurements. As a result, no significant shifts in the slope were found. The movement down the slope is approx. 2 mm over the entire measurement period. This also corresponds to the maximum value that was recorded at the geodetic measuring points and is therefore not critical.
Prior information
:
Drawings, Design documents, Monitoring data
Performance indicator
:
Deformation, Load bearing capacity, Spatial properties (concrete cover/duct voids)
Inspection method
:
NDT active or passive testing technologies, IoT and sensor systems, Visual inspection



The inspection method used in this case study to determine the object state was "NDT active or passive testing technologies,IoT and sensor systems,Visual inspection". This can include any of the following surveying technologies. Click one of the links below for more information:
NDT active or passive testing technologies


IoT and sensor systems


Visual inspection

  • (No corresponding surveying technology was found.)