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Research article
First published January 2004

Development of a Wireless Monitoring System for Pile Driving

Abstract

Over the past 5 years, the Florida Department of Transportation has been moving toward increased use of design-build, warranty, and contractor-recorded quality assurance and control information. With the additional desire to lower factors of safety in design, the industry is under pressure to monitor and record capacities, stresses, velocities, and the like for a greater percentage of piles driven on a site. The development of a disposable wireless pile monitoring system, which can be cast inside prestressed concrete piles, is described. The nonrecoverable portion of the system, which costs less than $350, consists of multiple pairs of accelerometers, strain gauges, analog-to-digital conversion circuitry, and a switchable wireless transmitter. A receiver located within 500 ft of the pile recovers strain and accelerometer data and sends it to a laptop computer, which then displays and analyzes the data in real time. The system has been tested both in the laboratory and in the field. Field testing consisted of monitoring two 0.61-m-diameter piles instrumented at the top and bottom with the wireless system as well as with externally attached instrumentation (current practice). Comparisons of capacities and stresses at the top of the piles for the new and existing systems were favorable. In addition, the new wireless system reported stresses and capacities at the bottom of the piles.

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References

1. Bridge Design Specifications, 2nd ed. AASHTO, Washington, D.C., 1996.
2. Howe D. FOLDOC (Free On-Line Dictionary of Computing). Imperial College Department of Computing. 1993. wombat.doc.ic.ac.uk/foldoc/foldoc.cgi?query=manchester+encoding
3. Case Pile Wave Analysis Program-CAPWAP Manual. GRL, Cleveland, Ohio, 1996.
4. Paikowsky S. G., Regan J. E., and McDonnell J. J. A Simplified Field Method for Capacity Evaluation of Driven Piles. Publication No. FHWA-RD-94-042. FHWA, U.S. Department of Transportation, 1994.
5. McVay M. C., Alvarez V., Zhang L., Perez A., and Gibser A. Estimating Driven Pile Capacities During Construction. Final Report for Florida Department of Transportation, State No. 99700-3600-119, Contract No. BB-349, Oct. 2002.
6. Pile Driving Analyzer (PDA) Manual. Pile Dynamics, Inc., Cleveland, Ohio, 1992.

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Article first published: January 2004
Issue published: January 2004

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© 2004 National Academy of Sciences.
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Authors

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Michael McVay
Department of Civil and Coastal Engineering, University of Florida, P.O. Box 116580, Gainesville, FL 32611-6580
Sastry Putcha
Florida Department of Transportation, Tallahassee, FL 35606
Gary Consolazio
Department of Civil and Coastal Engineering, University of Florida, P.O. Box 116580, Gainesville, FL 32611-6580
Victor Alvarez
Department of Civil and Coastal Engineering, University of Florida, P.O. Box 116580, Gainesville, FL 32611-6580

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This article was published in Transportation Research Record: Journal of the Transportation Research Board.

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