Technical Papers
Jul 27, 2012

Pavement Macrotexture Monitoring through Sound Generated by a Tire-Pavement Interaction

Publication: Journal of Engineering Mechanics
Volume 139, Issue 3

Abstract

A road is considered safe when it provides adequate friction between the tire and pavement surface interaction to avoid accidents. The current manual methods of evaluating surface friction of roads are not only dangerous for the inspectors and motorists on the road but are very time-consuming and subject to the inspector’s judgment. This paper confirms the possibility of monitoring pavement macrotexture from acoustic measurements underneath the body of a moving vehicle. Currently, macrotexture is quantified by a mean texture depth (MTD) index. In the present work, MTD is estimated from the sound generated by the tire-pavement interaction in a moving vehicle. To establish this approach, experiments were performed at the National Center for Asphalt Technology (NCAT), Auburn, Alabama. Signal processing techniques were used to identify a frequency band that led to an accurate correlation between integrated acoustic pressure and MTD collected by NCAT. This frequency band depends on the speed of the vehicle. The effect of microphone locations and the speed of the vehicle on macrotexture monitoring are studied, and conclusions are presented. Microphones that are close and oriented toward the contact patch of the rear tire have the highest correlation to MTD. It is observed that raising the microphones by 33 cm decreased the correlation by ∼13%. It was shown that higher vehicle speed has higher correlation values. Accurate estimates of MTD were obtained for road surfaces having MTD values in the range of 0.5–2.5 mm, with vehicle speeds in the range of 32–80 km/h (20–50 mi/h).

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Acknowledgments

This work was performed with the support of U.S. Department of Commerce, National Institute of Standards and Technology, Technology Innovation Program, Cooperative Agreement No. 70NANB9H9012. The authors gratefully acknowledge this support. The authors acknowledge the National Center for Asphalt Technology (NCAT) in Auburn, Alabama, for providing access to their test facilities.

References

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 139Issue 3March 2013
Pages: 264 - 271

History

Received: Mar 1, 2012
Accepted: May 31, 2012
Published online: Jul 27, 2012
Published in print: Mar 1, 2013

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Authors

Affiliations

Vitaliy V. Saykin [email protected]
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Northeastern Univ., Boston, MA 02115 (corresponding author). E-mail:[email protected]
Yiying Zhang [email protected]
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Northeastern Univ., Boston, MA 02115. E-mail: [email protected]
Yinghong Cao [email protected]
Senior Research Scientist, Dept of Civil and Environmental Engineering, Northeastern Univ., Boston, MA 02115. E-mail: [email protected]
Ming L. Wang, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Northeastern Univ., Boston, MA 02115. E-mail: [email protected]
J. Gregory McDaniel [email protected]
Associate Professor, Dept. of Mechanical Engineering, Boston Univ., Boston, MA 02215. E-mail: [email protected]

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