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Sep 15, 2022

Hugh K. Leatherman Terminal—Wharf Extension Design Considering Phase 1 Lessons Learned

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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Go to Ports 2022
Ports 2022
Pages: 767 - 778

History

Published online: Sep 15, 2022

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Authors

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Craig M. McGillawee, M.ASCE [email protected]
P.E.
1Ports Section Manager, HDR Engineering, Inc., Jacksonville, FL. Email: [email protected]
Lucy M. Terza, M.ASCE [email protected]
P.E.
2Project Manager, Dept. of Engineering, South Carolina Ports Authority, Mount Pleasant, SC. Email: [email protected]
Ryan N. Keiper, M.ASCE [email protected]
P.E.
3Geotechnical Engineer and Partner, Insight Group, LLC, North Charleston, SC. Email: [email protected]

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