client Neuburg-Schrobenhausen Administrative District Office
Recalculation and optimisation of three beam bridges with prestressing and subsequent linkage. The bridges consist of a total of seven spans with a total length of 150 m. The goal is to guarantee the load-bearing capacity and safety of the existing beam bridges and identify the best solutions for necessary reinforcement or renewal measures. This includes static verification in accordance with the recalculation guideline for the superstructure and in accordance with an individual concept for the substructures.