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

The deck is formed by 5 continuous spans (30.00+ 43.00+ 43.00+ 43.00m+ 30.00m) and has a total length of 189.00m. The total width of the deck is 12.00m, 8.00m of which are intended for traffic and 4.00m for the footways. The deck is formed as a post-tensioned solid slab, 1.80m deep over the supports and 0.90m deep at midspan and is cast in 3 distinct phases. Prestressing cables are connected with movable couplers between phases.

Intermediate piers are formed as walls, with their weak axis being parallel to the deck. This solution was chosen in order to assign the desire flexibility to the piers, so that they do not attract high seismic loads.

The piers are founded on a group of 36, Φ60 DIA piles, connected with rigid pile caps.

Our role: Detailed structural design