HOME / PROJECTS / BRIDGES / CANTILEVER / CANTILEVER BRIDGE JRA
CANTILEVER BRIDGE JRA
Construction: Arab Contractors Company (ACC) - Othman Ahmed Othman
Location: Sulaibikhat Kuwait
Construction Method: Segmentally Balance Cantilever using Land Cranes
Max span: 92.85m
Maximum pier height: 20.74m
Deck section: Precast Prestressed Box Girder Segment with variable width from w1=9.20m to w2=9.80m and variable depth from h1=6.00m at piers to h2=2.65m at closure joint. Transverse slope up to 6% and Curve Radius=400m
Pier section: Hollow Core Pier 4.50x3.00m
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. Special care for the Construction Method Statement due to location over the main Jahra Road Bridge
PROJECT DETAILS
Owner: Kuwait Ministry of Public WorksConstruction: Arab Contractors Company (ACC) - Othman Ahmed Othman
Location: Sulaibikhat Kuwait
Construction Method: Segmentally Balance Cantilever using Land Cranes
Max span: 92.85m
Maximum pier height: 20.74m
Deck section: Precast Prestressed Box Girder Segment with variable width from w1=9.20m to w2=9.80m and variable depth from h1=6.00m at piers to h2=2.65m at closure joint. Transverse slope up to 6% and Curve Radius=400m
Pier section: Hollow Core Pier 4.50x3.00m
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. Special care for the Construction Method Statement due to location over the main Jahra Road Bridge