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Bridge Τ9-Τ11

Bridge Τ9-Τ11

Owner: EGNATIA ODOS SA
Location: Section Arachthos-Peristeri
Construction: AKTOR SA
Maximum Span: 155 m
Μέγιστο Ύψος Βάθρου: 27 m
Construction Method: Balanced cantilever method
Deck: Pre-stressed, box section
Piers: Reinforced concrete, box section
Foundation: Shafts Ø12m of 23m depth in Μ1 piers and piles Ø150, 25m long in piers Μ2
Services: Final design in common with DENCO SA, camber design, construction consultant
Comments:
Bridge foundation in a landslide area

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