U-shaped steel sheet piles are expected to accommodate dry bulk, containerized cargo, breakbulk, and roll-on/roll-off equipment. Easy pedestrian access from both ends of the bridge to the waterfront promenade, promenade, and roadways is crucial to the success of the waterfront. It is typically expressed in tons or container capacity (the number of containers that can be unloaded daily onto the port's available piers, docks, quays, breakwaters, and mudflats).

The sheet pile pier width is JU600×205, suitable for deep-draft non-container vessels JU600×210, 60 feet for single-sided displacement JU600×215, and 90 feet for double-sided displacement JU600×215. Research into the performance and economics of existing materials for the embankment may lead to a more conservative cross-sectional design for the JU600×210 than proposed during this concept development phase. Ensure that vertical ramps connecting the JU600×215 are installed at strategic locations.

The design of the diversion pier is determined by its operational function. For deep-draft non-container vessels, a minimum depth of 30 feet is required. While preserving the architectural features and details of the bridge, the design aims to provide unobstructed passage at a minimum slope of 5%.

Specifications