Bridges by VFT method in Poland: state-of-the-art - Economical Bridge Solutions based on Innovative Composite Dowels and Integrated Abutments - page 101

Contrary to the standard solution (open steel section without ribs), boxed girders with
longitudinal ribs were used in this case. The abutment thickness was 2,60 m. Finally one row
of foundation piles was substituted by solution with two rows of piles at the construction
stage. This is the largest span of a VFT bridge in Poland (and maybe the biggest in general).

Figure 9: Using two cranes for lifting of a prefabricated girder of 63 m frame on Route

Sucharskiego

Figure 10: Placement of prefabricated girder of 63 m frame on Route Sucharskiego