Terminal 55/56, Port of Oakland?- Oakland, Calif.
The project required the demolition of approximately 850,000 sq ft of existing concrete piers. 2.3 million cu yd of clamshell and hydraulic dredging were required and 390,000-tons of rock fill and riprap was placed. 125,000 sq ft of dynamic compaction was required and 1.4 million lin ft of wick drains were installed. The 2,400 lin ft reinforced concrete marginal wharf was constructed on 1,600, 24 in. concrete piling, totaling 116,000 lin ft. The project also required crane rails, drainage, water and electrical service. Paving stones and asphalt concrete finish the back land area.