PROJECT DETAILS

Owner: Kuwait Ministry of Public Works
Construction: Rizzani De Eccher, SPA- Italy, Obrascon Huarte Lain, SA - Spain TREVI, SPA- Italy, Boodai Construction- Kuwait
Location: Kuwait
Construction Method: Segmentally Span By Span using Overhead Lunching Gantry
Max span: 46.15m
Maximum pier height: 12.00m
Bridge arrangement: 8 spans (37.75+6X46.15+37.75)=352.40m
Deck section: precast segmental box girder 2.65m depth, 15.30m traffic width in both girders
Pier section: Hammerhead type
Foundation: Deep foundation through piles diameter D=1.20m
Services: Camber Design check/Concrete Stress check/Bearing check/Construction Supervision
Comments: Prestress was a combination of External and Internal Tendons. Tranverse Post Tensioning for the Deck Segments and Piers.