PROJECT DETAILS

Owner: EGNATIA ODOS
Construction: ICSOUFLI_PROJECT_DETAILS_CONSTRUCTION_VALUE
Location: Interchange Soufli
Construction Method: Conventional with temporary formwork
Max span: 33.00m
Maximum pier height: 15.00m
Bridge arrangement: ICSOUFLI_PROJECT_DETAILS_BRIDGE_ARRANGEMENT_VALUE
Deck section: Prestressed Box Girder with constant width w=11.00m and constant depth h=2.20m
Pier section: Rectangular Solid Section
Foundation: Deep foundation through piles diameter D=1.20m
Services: Complete Design /Concrete Stress check/Bearing check
Comments: New Design Codes DIN Fach Bericht has been implemented.Prestress for this section consist of 6 tendons 19T15 in each web