TECHNICAL PAPERS
Feb 19, 2011

Evaluation of Temperature Influence on Friction Measurements

Publication: Journal of Transportation Engineering
Volume 137, Issue 9

Abstract

Many aspects influence the skid resistance of a pavement surface including surface texture, tire characteristics, vehicle operations, and environmental factors. The objective of this paper is to quantify the temperature influence on the skid number of asphalt pavement surfaces when measured by the locked-wheel friction tester. Specifically, this study aims to determine an adjustment factor for friction readings to a standard reference temperature, removing the seasonal temperature variations influencing measurements. This allows agencies to improve the comparison of pavement sections and to provide a more objective assessment of pavement conditions for safety. The friction database employed is from the National Center for Asphalt Technology Test Track facility. The data includes friction measurements with a locked-wheel trailer on sections from the 2000 and 2003 research cycles. The approach calculates the temperature adjustment factor, CT, from a grouping of the data by temperature values at the time of the measurements. The results show that it is possible to define a reference temperature to adjust friction measured at any other temperature value. The reference temperature identified is between 19.5°C (67.1°F) and 20.2°C (68.4°F). The study concludes that when testing, if the air temperature is greater than the reference temperature, the friction reading is biased by a positive quantity. Therefore the adjustment factor, CT, reduces the measured friction, whereas for measurements performed at temperatures lower than the reference temperature, CT increases the measured friction.

Get full access to this article

View all available purchase options and get full access to this article.

References

Ahammed, M. A., and Tighe, S. L. (2009). “Early life, long term and seasonal variation of flexible and rigid pavement skid resistance.” Proc., Transportation Research Board Annual Meeting CD-ROM, Transportation Research Board, Washington, DC.
Anderson, D. A., Meyer, W. E., and Rosenberger, J. L. (1986). “Development of a procedure for correcting skid resistance measurements to a standard end-of-season value.” Transportation Research Record 1084, Transportation Research Board, Washington, DC, 40–48.
Bazlamit, S. M., and Reza, F. (2005). “Changes in asphalt pavement friction components and adjustment of skid number for temperature.” J. Transp. Eng., 131(6), 470–476.
Brown, E. R., et al. (2002). “NCAT test track design, construction, and performance.” Rep. 02-12, National Center for Asphalt Technology (NCAT), Auburn, AL.
Federal Highway Administration (FHwA). (2003). “Distress identification manual for the long-term pavement performance program.” Rep. No. FHWA-RD-03-031, Washington, DC.
Flintsch, G. W., Luo, Y., and Al-Qadi, I. L. (2005). “Analysis of the effect of pavement temperature on the frictional properties of flexible pavement surfaces.” Proc., Transportation Research Board Annual Meeting, CD-ROM, Transportation Research Board, Washington, DC.
Kissoff, N. V. (1988). “Investigation of regional differences in Ohio pavement skid resistance through simulation modeling.” Univ. of Toledo, Toledo, OH.
National Cooperative Highway Research Program (NCHRP). (2009). “Guide for pavement friction.” Final Rep. 1–43, National Academy of Sciences, Washington, DC.
National Highway Traffic Safety Administration (NHTSA). (2009). “Fatality analysis reporting system (FARS).” 〈www-fars.nhtsa.dot.gov〉 (Apr. 15, 2009).
Permanent International Association of Road Congresses (PIARC). (1987). “Rep. of the committee on surface characteristics.” Proc., 18th World Road Congress, Association Mondiale de la Route/World Road Association, La Defense Cedex, France.
Saito, K., and Henry, J. J. (1983). “Mechanical model for predicting season variations in skid resistance.” Transportation Research Record 1084, Transportation Research Board, Washington, DC, 29–38.
Shahin, M. (1994). Pavement management for airports, roads, and parking lots, Kluwer Academic, Boston.
Song, W., Chen, X., Smith, T., and Hedfi, A. (2006). “Investigation of hot mix asphalt surfaced pavements skid resistance in Maryland state highway network system.” Proc., Transportation Research Board Annual Meeting, CD-ROM, Transportation Research Board, Washington, DC.
Timm, D., et al. (2006). “Phase II NCAT test track results.” Rep. 06-05, National Center for Asphalt Technology (NCAT), Auburn, AL.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 137Issue 9September 2011
Pages: 640 - 647

History

Received: Jan 12, 2010
Accepted: Feb 17, 2011
Published online: Feb 19, 2011
Published in print: Sep 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

Alessandra Bianchini, Ph.D. [email protected]
P.E.
Research Civil Engineer, U.S. Army Engineer Research and Development Center, 3909 Halls Ferry Road, Vicksburg, MS 39180 (corresponding author). E-mail: [email protected]
Michael Heitzman, Ph.D. [email protected]
PE
Assistant Director, National Center for Asphalt Technology, 277 Technology Parkway, Auburn, AL 36830. E-mail: [email protected]
Saeed Maghsoodloo [email protected]
Emeritus Professor, Industrial and Systems Engineering, 3301 Shelby Center, Auburn Univ., AL 36849. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share