Under construction
The deck of width of 10.35 m, formed by a trapezoidal slab with a length of 89.0 m, is supported by a concrete arch with a span of 56.0 m. Since the arch footings are connected with the end diaphragms by concrete struts, the structure forms a self-anchored system that stresses the footings by vertical reactions only.
SHP: alternative design
detailed design