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Chapter
Apr 26, 2012

Analysis and Performance Monitoring of a Spread Footing Bridge Foundation

Publication: Contemporary Topics in Ground Modification, Problem Soils, and Geo-Support

Abstract

Detailed foundation analyses showed the feasibility of supporting the abutments of a two-span bridge on spread footings founded on overconsolidated glacial till. Embankments were used to preload both abutment areas prior to footing construction to reduce long-term settlements to tolerable amounts. The design-build team worked with the Minnesota Department of Transportation to develop a cooperative instrumentation program to monitor bridge performance during construction and provide data for comparison with the anticipated foundation response during the staged construction process. Instrumentation included optical survey targets, inclinometers, earth pressure cells, and tiltmeters. Monitoring data indicated overall good agreement between predicted abutment behavior and the measured response.

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Published In

Go to Contemporary Topics in Ground Modification, Problem Soils, and
                Geo-Support
Contemporary Topics in Ground Modification, Problem Soils, and Geo-Support
Pages: 473 - 480

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Published online: Apr 26, 2012

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Authors

Affiliations

Joseph G. Bentler [email protected]
P.E.
M.ASCE
Geotechnical Engineer, American Engineering Testing, Inc., 550 Cleveland Ave N, Saint Paul, MN 55114. E-mail: [email protected]
Derrick Dasenbrock [email protected]
P.E.
M.ASCE
Foundations Geomechanics Engineer, Minnesota Department of Transportation, 1400 Gervais Avenue, Maplewood, MN 55109. E-mail: [email protected]
Megan J. L. Hoppe [email protected]
Staff Engineer, American Engineering Testing, Inc., 550 Cleveland Ave N, Saint Paul, MN 55114. E-mail: [email protected]

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