Chapter
Jun 6, 2018
Drilled Shaft Foundation Design for Extreme Event: Sarah Mildred Long Bridge Replacement Project
Authors: A. M. Ramakrishna [email protected] and R. R. Mankbadi [email protected]Author Affiliations
Publication: IFCEE 2018
Abstract
The $158.5 million Sarah Mildred Long (SML) bridge replacement consists of a lift bridge located on the U.S. Route 1 Bypass between Kittery, Maine, and Portsmouth, New Hampshire. Due to commercial vessel traffic in the river, large lateral loads are expected from potential vessel impact. Taking these potential loads into consideration, 10-ft diameter drilled shafts were selected for their high capacity against both vertical and lateral loadings. This paper presents the aspects of the vertical lift piers’ drilled shaft foundation designed for extreme events.
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Copyright
© 2018 American Society of Civil Engineers.
History
Published online: Jun 6, 2018
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ASCE Technical Topics:
- Bridge design
- Bridge engineering
- Bridge foundations
- Bridges
- Bridges (by type)
- Caissons
- Design (by type)
- Disaster risk management
- Disasters and hazards
- Drilled pier foundations
- Drilled shafts
- Engineering fundamentals
- Foundation design
- Foundations
- Geotechnical engineering
- Movable bridges
- Shafts
- Structural engineering
- Tunnels
Authors
Affiliations
P.E.
Senior Lead Geotechnical Engineer, Hardesty & Hanover, LLC, 1501 Broadway, New York, NY 10036. E-mail: [email protected]
P.E.
Director of Geotechnical Engineering, Hardesty & Hanover, LLC, 1501 Broadway, New York, NY 10036. E-mail: [email protected]
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