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Sep 15, 2022
Hugh K. Leatherman Terminal—Wharf Extension Design Considering Phase 1 Lessons Learned
Authors: Craig M. McGillawee, M.ASCE [email protected], Lucy M. Terza, M.ASCE [email protected], and Ryan N. Keiper, M.ASCE [email protected]Author Affiliations
Publication: Ports 2022
ABSTRACT
Phase 1 of the South Carolina Ports Authority’s (SCPA) Hugh K. Leatherman Terminal (HLT) included construction of a new, concrete pile-supported marginal wharf measuring 1,400 ft (427 m) in total length, supporting five 100-ft (30 m) gauge electrified ship-to-shore (STS) cranes and accommodating 20,000 TEU container vessels. The next phase of the terminal includes an additional 1,600 ft (488 m) of wharf, which will support additional STS cranes. This paper highlights realized successes and select challenges encountered, and the corresponding lessons learned during phase 1 wharf construction that directly informed the design of the next phase. Ultimately, insights gained during phase 1 construction added value to the design of the wharf extension. This paper presents practical design, operational, and construction considerations for engineering professionals, container terminal owners, and operators and marine contractors alike.
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REFERENCES
ASCE. (2014). Seismic Design of Piers and Wharves, Standard ASCE/COPRI 61-14. First printing. ASCE, Reston, VA.
South Carolina Department of Transportation. (2019). Geotechnical Design Manual Version 2.0, with Updates. South Carolina Department of Transportation.
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Published online: Sep 15, 2022
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P.E.
1Ports Section Manager, HDR Engineering, Inc., Jacksonville, FL. Email: [email protected]
P.E.
2Project Manager, Dept. of Engineering, South Carolina Ports Authority, Mount Pleasant, SC. Email: [email protected]
P.E.
3Geotechnical Engineer and Partner, Insight Group, LLC, North Charleston, SC. Email: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
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