Murbrücke Feldkirchen (case study)

Steelbridge Crosssection: Boxgirder, Orthothropic structure. L:88m W:15m

Object description

Steelbridge Crosssection: Boxgirder, Orthothropic structure. L:88m W:15m

Civil engineering type

:

Road network Bridge

Year of construction

:

1969

Composed of materials

:

Steel

Location coordinates

:

47° 0' 52.98" N, 15° 27' 33.45" E

Country

:

Austria

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Object analysis

Electronic "water level gauge" electronic inclination sensors DMS Temperature

Case type

:

Consulting

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Object state

The aim is to monitor extreme deflection. Alarm when defined limit value is exceeded.

Observed deterioration processes

:

Observed damage types

:

Excessive deformation, Deflection

Performance indicators

:

Deformation, Other actions (wind/temperature/earthquake), Anomalies (delamination/spalling)

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This case study was contributed by Fritz Binder of Asfinag Baumanagement GmbH. Last edited by technical staff.