Chapter
May 22, 2014
NJTA Interchange 6 to 9 Widening Program Section II: Drilled Shaft Foundations Load Testing Program
Authors: Mina A. Mikaeel [email protected], Timothy Snow [email protected], Kenneth T. Kimmel [email protected], and Aravinda Ramakrishna [email protected]Author Affiliations
Publication: Tunneling and Underground Construction
Abstract
This paper presents the results of the load testing program designed to confirm the vertical design capacity and/or to determine the ultimate vertical load carrying capacity of the drilled shafts for the New Jersey Turnpike Interchange 6 to 9 Widening Program Section II, presently under construction in New Jersey, USA. The results of the load testing are correlated with the results of the design capacity empirically derived using AASHTO Bridge Design Specifications. This paper also discusses the installation procedures and load-testing programs involving O-Cell Test. Finally, recommendations regarding design and construction of drilled shafts are presented based on the results of the static load test.
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Published In
Tunneling and Underground Construction
Pages: 76 - 84
Copyright
© 2014 American Society of Civil Engineers.
History
Published online: May 22, 2014
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Authors
Affiliations
P.E.
Geotechnical Construction Engineer, Greenman-Pedersen, Inc., 100 Corporate Drive, Suite 301, Lebanon, NJ 08833. E-mail: [email protected]
P.E.
Resident Engineer, Contract 203, AECOM/GPI/PB A Joint Venture -NJTA Interchange 6 to 9 Widening Program. E-mail: [email protected]
P.E.
Project Engineer, New Jersey Turnpike Authority - Engineering Department, P.O. Box 5042, Woodbridge, NJ 07095. E-mail: [email protected]
P.E.
Senior Geotechnical Engineer, Hardesty & Hanover, LLC, 850 Bear Tavern Road, Suite 206, West Trenton, NJ 08628. E-mail: [email protected]
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