Abstract

After its completion in 1929, the Echelsbacher Bridge in the alpine foothills of Bavaria (Germany) was an internationally renowned engineering achievement. Built in the Melan design, this was the largest Melan-type arch bridge of its time. Due to environmental influences over time, the bridge has reached an unsafe and structurally hazardous state. This paper describes the history and the details of the bridge and the investigations carried out for its structural safety verification. It was shown that this structural heritage has reached the end of its life cycle; therefore, the decision was made to replace it. The new bridge design well integrates this historical and technical monument.

Highlights

  • Markus Hennecke Dr-IngAfter its completion in 1929, the Echelsbacher Bridge in the alpine foothills of Bavaria (Germany) was an internationally renowned engineering achievement

  • Professor, Oberste Baubehörde im Bayerischen, Munich, Germany; Head, Department for Bridges and Tunnels in the Bavarian Ministry of the Interior, for Building and Transport, Munich, Germany

  • The Echelsbacher Bridge in the alpine foothills carries the federal highway B23 over the River Ammer, which flows from the Ammergauer Alps into the Ammersee (Lake Ammer)

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Summary

Markus Hennecke Dr-Ing

After its completion in 1929, the Echelsbacher Bridge in the alpine foothills of Bavaria (Germany) was an internationally renowned engineering achievement. Built in the Melan design, this was the largest Melan-type arch bridge of its time. Due to environmental influences over time, the bridge has reached an unsafe and structurally hazardous state. This paper describes the history and the details of the bridge and the investigations carried out for its structural safety verification. It was shown that this structural heritage has reached the end of its life cycle; the decision was made to replace it. The new bridge design well integrates this historical and technical monument

Historical background
Melan–Spangenberg construction
Construction of the Echelsbacher Bridge
D Gravel
Repairs and rehabilitations
Structural inspection
Static calculations
The new bridge
Findings
Conclusion
Full Text
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