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Hanjin Shipping Co. Container Terminals
Port of Long Beach, California

HJ Aerial 2 TALL copy.jpg (327656 bytes)BERTHS C60-C62 CONTAINER TERMINAL

Cash & Associates provided project management for a multidiscipline consultant team and complete architectural, structural and civil design, and master planning for a new 55 acre container terminal.  Terminal planning incorporated layouts for future expansion to 80 acres with two and four track on-terminal, double-stack rail facilities. Cash & Associates was responsible for container yard layout and arrangement of facilities; design of a four story Administration Building and Truck Entry Gate Complex with elevated bridges and elevated fully-automated Gate Operations Room; a two story Marine Operations Building with offices, lunchroom, restrooms and storage for crane parts and stevedoring gear; inbound/outbound canopies; fully integrated audio, video, scale and computer systems; emergency power system; terminal security and communication systems;and provisions for the incorporation of future information gathering technology. Work included civil engineering for all site improvements (i.e.,  terminal paving, striping, utilities, stormwater handling) and complete construction observation/support services.








Hanjin A88-94 Building 2.jpg (49378 bytes)BERTHS A88-A94 CONTAINER TERMINAL

Due to the success of operations at the Pier C terminal, Hanjin outgrew the site and required a larger facility.  The Pier A Terminal is 170 acres, features on-dock rail facilities allowing direct transfer of cargo between ships and trains, and has six container cranes capable of serving Post-Panamax ships.  Cash & Associates served as the Structural Engineer of Record for design and construction of five new terminal buildings including a three story Marine Operations Building, the East Clerk's Facility, a two story Crane Maintenance Facility, the Longshoreman's Check-In Facility; and a two story Rail Operations Building.  Structural design work for these new terminal buildings included 3D static and lateral analyses and structural modeling techniques to simulate earthquake ground motion.



 

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Last modified: January 11, 2007