Completed in 2003
The 67.4 m long bridge, with two spans of 41.3 + 16.7 m, is formed by a strutted frame. The deck is assembled from two plate girders and a concrete deck slab. Since the footing of the inclined strut is connected with the end diaphragm by a concrete strut, the structure forms a self-anchored system that stresses the footings by vertical reactions only.
SHP: design for construction permission