Technical Papers
Oct 9, 2014

Instrumentation for Monitoring Pavement Performance in Cold Regions

Publication: Journal of Cold Regions Engineering
Volume 29, Issue 4

Abstract

The mechanistic–empirical (ME) design guide developed under the National Cooperative Highway Research Program represents a true change in the approach to engineering road structures. Changes in material properties with seasonal variations in moisture and temperature condition, which influence the mechanical response of the materials and hence the structural response of road layers, forced reliance on empirical measures to predict performance. These empirical functions will require calibration to ensure the prediction model is responsive to local conditions including adopted construction practice. The performance of pavements in cold regions clearly reveal the need to properly measure the distribution of stresses, strains, moisture, and thermal regimes, within road layers over a period of time. This paper presents the design, implementation, and use of a practical road instrumentation monitoring system capable of capturing all structural and environmental data for roadways. This proposed road installation scheme is simple yet effective in generating data that could be used to calibrate a host of design M-E and visco-elastic models including the new AASHTO design guide. Details include selection of sensors, data acquisition systems, data processing techniques, and some actual data.

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References

AASHTO. (1993). “Design of pavement structures.” Washington, DC, 158.
Akram, T. T., Scullion, R. E., Smith, E. G., and Fernando, E. G. (1992). “Estimating damage effects of dual vs. wide base tire with multidepth reflectometers.” Transportation Research Record 1355, Transportation Research Board, Washington, DC.
Dawson, A. R. (1994). The EMU system users manual, 2nd Ed., Univ. of Nottingham, Nottingham, U.K.
Dawson, A. R., Janoo, V., Irwin, L., Knuth, K., and Eaton, R. (1999). “Use of inductive coils to measure dynamic and permanent pavement strains.” Proc., Accelerated Pavement Testing Conf., Transportation Research Board, Reno, NV.
Dore, G., and Zubeck, H. (2009). Cold region pavement engineering book, ASCE, Reston, VA.
Knuth, K. (2001). “Resistivity probe operation work instruction.” USA Cold Regions Research and Engineering Laboratory, Hanover, NH.
National Cooperative Highway Research Program (NCHRP). (2002). “Development of the 2002 guide for the design of new and rehabilitated pavement structures.”, AASHTO, Washington, DC.
Neiber, J. L., and Baker, J. M. (1989). “In-situ measurement of soil water content in the presence of freezing/thawing conditions.”, USA Cold Regions Research and Engineering Laboratory, Hanover, NH.

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Go to Journal of Cold Regions Engineering
Journal of Cold Regions Engineering
Volume 29Issue 4December 2015

History

Received: Jan 15, 2014
Accepted: Sep 10, 2014
Published online: Oct 9, 2014
Discussion open until: Mar 9, 2015
Published in print: Dec 1, 2015

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Authors

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Omran Maadani [email protected]
Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Carleton Univ., Ottawa, ON, Canada K1S 5B6 (corresponding author). E-mail: [email protected]
A. O. Abd El Halim, Ph.D. [email protected]
P.Eng.
Professor, Dept. of Civil and Environmental Engineering, Carleton Univ., Ottawa, ON, Canada K1S 5B6. E-mail: [email protected]
Nofal Mostafa, Ph.D. [email protected]
Research Officer, Construction Portfolio, National Research Council Canada, 1200 Montreal Rd., M-20, Ottawa, ON, Canada K1A 0R6. E-mail: [email protected]

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