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

port 1The 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.

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agras

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.

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agr sym

It is a single span, simply supported deck, carrying a dual carriageway over a local service road. The total span is 42.50m and the width of the deck is 14.75m. The abutments are founded on rigid pile caps carried by cast in-situ large diameter piles.

 

 

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kot 1The 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 is constructed out of 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.

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