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The document summarizes the design and construction of drilled shaft foundations for bridges in the Council Bluffs Interstate System project. Drilled shafts were used to support bridge piers and were constructed both in rock and soil. Load tests on sacrificial drilled shafts in rock confirmed the design assumptions. Drilled shafts in rock were socketed into limestone or shale and designed based on skin friction, with a minimum socket length of 1.5 times the diameter. Drilled shafts founded in soil were also

Author

Oanh Phan

Language

EN