Completed in 2010
Bridge, with of a total length of 426 m is formed by a strutted frame of five spans of lengths from 70.00 to 99.00 m. The central span is supported by slanted concrete struts that are being cast in temporarily suspended cantilevers. The composite deck is formed by one cell box girder with large overhangs supported by steel struts. The steel portion of the deck is being incrementally launched; the deck slab is being cast in a movable formwork.
SHP: detailed design
in collaboation with LAP, Dresden, Germany