Chapter
Feb 21, 2020
Geo-Congress 2020

Sky Harbor Airport Runway Realignment

Publication: Geo-Congress 2020: University of Minnesota 68th Annual Geotechnical Engineering Conference (GSP 321)

ABSTRACT

The Sky Harbor Airport Runway in Duluth, Minnesota, is in the process of being realigned to increase safety with the runway approach. In 2007, the Duluth Airport Authority identified several obstructions to the Runway 32 approach surface. As a result, the Authority completed a multi-year federal Environmental Assessment and a state Environmental Assessment Worksheet to evaluate alternative solutions with respect to the runway approach. The obstructions consisted of old growth trees, the majority of which were located within a scientific and natural area (SNA) protected by the Minnesota Department of Natural Resources. The selected solution consisted of shortening the runway from 3,050 feet to 2,600 feet and rotating it 5 degrees into Superior Bay. The geotechnical design of the runway considered slope stability and settlement of the embankment fill. Staged preloading of the site was completed using surcharge fill with a geotextile reinforcement base layer to improve stability of the fill. In addition to monitoring settlement with settlement gauges, drone surveys were completed of the surcharge fill embankment. Underwater surveys, using a multi-beam echo-sounder (MBES) to provide depth measurements, detailed surface model, and point cloud, were completed to verify the riprap embankment protection dimensions placed in Superior Bay. This case study presents the geotechnical investigation and design of the runway relocation along with results of construction monitoring of fill placement and settlement.

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ACKNOWLEDGMENTS

The authors wish to recognize the assistance and support of Wayne Wambold, Sr. Geotechnical Engineer at Short Elliott Hendrickson Inc., for providing engineering and peer review support during design and construction of the project. Special thanks to the Duluth Airport Authority for the opportunity to work on this project. The general contractor for the project was Northland Construction LLC.

REFERENCES

AASHTO. (2012). AASHTO LRFD Bridge Design Specifications. Sec. 10.6.2.4.2, Washington, D.C.
Winterkorn, H.F. and Fang, H.Y. (1975). Foundation Engineering Handbook. Van Nostrand Reinhold Company, New York, N.Y.
Liu, C. and Evett, J.E. (2004). Soils and Foundations. Pearson Prentice Hall, Upper Saddle River, N.J.

Information & Authors

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Go to Geo-Congress 2020
Geo-Congress 2020: University of Minnesota 68th Annual Geotechnical Engineering Conference (GSP 321)
Pages: 187 - 197
Editors: Joseph F. Labuz, Ph.D., University of Minnesota, Brent A. Theroux, Barr Engineering Co., James P. Hambleton, Ph.D., Northwestern University, Roman Makhnenko, Ph.D., University of Illinois at Urbana-Champaign, and Aaron S. Budge, Ph.D., Minnesota State University, Mankato
ISBN (Online): 978-0-7844-8284-1

History

Published online: Feb 21, 2020

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Authors

Affiliations

Hector D. Flores
Professional Engineer, Short Elliott Hendrickson Inc., MN
Brandon J. Twedt
Director of UAS Operations Airport Planning and Design, Short Elliott Hendrickson Inc., MN

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