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Queen Alia International Airport Departure Bridge
Location
Amman, Jordan
Client
J & P
time line
15/3/2009 - 30/06/2010
scope of work
The project is a 760 m long bridge with a total built up area of 19’230 m2, one-way traffic lane.
Avoided slabs were used with a variable heights starting from 3m up to 11 m , The work consists of “class A” fair face concrete. Precast elements used for parapets and retaining walls .
The project included the excavation works, Reinforcements according to design drawings. Load bearings pads , expansion Joints covers ,water proofing and hand Rails protection.
Avoided slabs were used with a variable heights starting from 3m up to 11 m , The work consists of “class A” fair face concrete. Precast elements used for parapets and retaining walls .
The project included the excavation works, Reinforcements according to design drawings. Load bearings pads , expansion Joints covers ,water proofing and hand Rails protection.