Port Access Road
Owner: South Carolina Department of Transportation
General Contractor: Fluor-Lane South Carolina LLC
Duration of Work: 2016/12 - 2020/02
Subsurface Conditions: Coastal plain deposits of soft clay and loose to medium dense sands. Underneath is fine-grained soil with a high degree of cementation.
Approximate Key Quantities: 6,300 earthquake drains
The site’s soils are characterized by coastal plain deposits of soft clay and loose to medium dense sands to depths up to 55 feet. Underlying these layers is Charleston’s famous Cooper Marl Formation, a fine-grained soil which displays a high degree of cementation.
EQ drains are made from a slotted, corrugated plastic pipe wrapped in a geotextile filter fabric. They’re a good fit for this project because their primary purpose is to prevent liquefaction by eliminating excess pore water pressure generated by the shaking of an earthquake.
US Wick Drain completed the first phase of ground improvement and installed 864 EQ drains in one of the 10 sites identified as at risk for liquefaction. Several months have been allocated for overhead power line installation, and EQ drain installation is scheduled to begin again in October 2017. Ground improvement installation is anticipated to wrap up in early 2018 with an estimated total of 6,300 earthquake drains to be installed for the project.
US Wick Drain installed the first phase of earthquake drains in a multi-phased project to connect the new Hugh K. Leatherman, Sr. Container Terminal with Interstate 26.