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

The bridge carries a dual carriageway over river "Agras". The deck comprises three continuous spans of 72.50, 121.00 and 72.50m. The particular articulation was chosen to minimize impact on the riverbed.

The deck section is formed as a variable height box, connected rigidly with the two piers. The deck is supported on elasto-metalic bearing pads on the abutments. Deck width is 14.75m on the traffic surface and 7.00m at the bottom of the box. Deck height varies between 8.00m over the middle piers and 2.65m at midspan and abutments.

The middle piers are formed as hollow box sections with variable thickness and are founded on rigid pile caps. Each pile cap is supported on large diameter pile group.

The bridge is constructed using the asymmetric free balanced cantilever method, using auto-adjustable formwork.

Our role: Detailed structural design