Drilled Shaft Value Engineering Delivers Success to Wahoo, Nebraska Bridge
Publication: GeoSupport 2004: Drilled Shafts, Micropiling, Deep Mixing, Remedial Methods, and Specialty Foundation Systems
Abstract
This case history illustrates how a successful "Value Engineering" redesign with slurry-drilled shafts and an O-Cell test saved considerable costs and expedited early completion of a large bridge project for the Nebraska Department of Roads (NDOR). The paper first describes the original project and its geologic setting. It then relates the inception, development and verification of the redesign concept and its implementation via NDOR's "Value Engineering Proposal" (VEP) standard specification provisions. The comparative advantages of drilled shafts versus driven piles relative to the site geology, some benefits of using polymer drilling slurry and the practicality of foundation verification with an O-Cell test and cross-hole sonic logging (CSL) are discussed. The lack of redundancy in drilled shafts and the increased importance of having an experienced contractor using appropriate equipment and procedures under an effective quality control program are also emphasized. The paper concludes with a discussion of the overall impact of the VEP redesign on the project cost and schedule, as well as on NDOR's subsequent bridge design and construction practices.
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Copyright
© 2004 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
ASCE Technical Topics:
- Bridge engineering
- Bridge tests
- Construction engineering
- Construction industry
- Construction management
- Drilled pier foundations
- Drilled shafts
- Engineering fundamentals
- Engineering history
- Field tests
- Foundations
- Geotechnical engineering
- Highway engineering
- Highway transportation
- History and Heritage
- Infrastructure
- Practice and Profession
- Project management
- Shafts
- Structural engineering
- Tests (by type)
- Transportation engineering
- Tunnels
- Value engineering
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