Project details

Technical Data

  • Main span: 32.4 m
  • Deck width: Varies
  • Length: 219 m


The structural approach is that of a deck bearing on UPE-300 channel beams which run along the trusses and are fixed to their diagonals. The deck is a composite slab where the 10+6 folded plate bears on either IPE-240 steel joists or IPE-200 composite joists.

The access ramp is connected to one of the spans of the footbridge.

Because the deck is a double storey deck (deck and ramp), an intermediate supporting element had to be added: “the auxiliary truss”.