Ι.MAVRAKIS & PARTNERS S.A.
STRUCTURAL DESIGN OFFICE 

 The bridge carries a trunk way over a small stream. It comprises a single, simply supported span 32.60m long. The deck comprises 6 precast, post-tensioned T-beams. The final surface comprises precast slab segments, which are stitched together with an in situ slab, 20cm thick. The total width of the deck formation is 15.00m. Traffic is contained by steel gantries.

The beams are connected with rigid, cast in situ, transverse beams over the abutments. The supports are formed with the use of friction bearings that allow movement in all directions.

The two abutments are founded on large diameter pile groups.

Our role: Detailed structural design