Technical Papers
Mar 1, 2016

Comparative Study of Water-Blasting Equipment for Airfield Surface Decontamination

Publication: Journal of Materials in Civil Engineering
Volume 28, Issue 8

Abstract

Runway rubber removal is a maintenance function employed to ensure safe landing areas for aviation operations. Rubber deposits accumulate on runway areas where aircraft tires touchdown and braking occurs. This tire-rubber build-up occludes pavement microtexture and macrotexture, causing a significant loss in available skid resistance during wet conditions. Reduction of available pavement microtexture in a wet environment prevents the development of adhesional friction, which can result in viscous hydroplaning. Reduction of pavement macrotexture prevents the removal of bulk water from the tire–pavement contact area and also prevents the development of the hysteresis frictional component. To restore friction to safe levels for aircraft operations, rubber must be periodically removed. Several techniques for rubber removal are available. Water-blasting is a proven surface decontamination technique which employs the use of high-pressure or ultra-high-pressure water (UHPW) to blast rubber deposits from the runway surface. This effort provides a performance-based comparison between three commercially available UHPW water-blasting systems. The evaluation was conducted on an ungrooved portland cement concrete (PCC) runway with heavy rubber contamination along the touchdown and breaking zones. Several types of testing equipment such as a circular track meter (CTM) and dynamic friction tester (DFT) were used to characterize the surface properties of the runway before and after rubber removal. The measurements were used for statistical pairwise comparative analysis of International Friction Index (IFI), speed constant and mean profile depth (MPD). Treatment effect analysis of premeasured and postmeasured data revealed that UHPW systems improved the surface texture properties by at least 40% regardless of the decontamination equipment.

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References

ACRP (Airport Cooperative Research Program). (2008). “Impact of airport rubber removal techniques on runways.”, Transportation Research Board, Washington, DC.
ASTM. (2007). “Standard practice for calculating international friction index of a pavement surface.” ASTM E1960, West Conshohocken, PA.
ASTM. (2008). “Standard specification for a size 10×4-5 smooth-tread friction test tire.” ASTM E1844, West Conshohocken, PA.
ASTM. (2009). “Standard practice for calculating pavement macrotexture mean profile depth.” ASTM E1845, West Conshohocken, PA.
Cotter, B., Saeed, A., and Hitzelberger, D. (2010). “Evaluation of detergent rubber removal system under expeditionary conditions in support of operation unified response.”, Defense Technical Information Center (DTIC), Tyndall AFB, FL.
Cotter, B., and Smith, S. (2006). “Expeditionary rubber removal capability.”, Defense Technical Information Center (DTIC), Tyndall AFB, FL.
Currey, N. S. (1988). Aircraft landing gear design: Principles and practices, American Institute of Aeronautics and Astronautics, Washington, DC.
FAA (Federal Aviation Administration). (1997). “Measurement, construction, and maintenance of skid-resistant airport pavement surfaces.”, Washington, DC.
NCHRP (National Cooperative Highway Research Program). (2006). “Guide for pavement friction.”, Highway Research Board, Washington, DC.
Simpson, D. W. (1989). “Runway rubber removal.”, Univ. of Washington, Seattle.
Speidel, D. J. (2002). “Airfield rubber removal.” Federal Aviation Administration (FAA) Technology Transfer Conf., FAA, Atlantic City, NJ.
Wambold, J. C., Antle, C. E., Henry, J. J., and Rado, Z. (1995). “International PIARC experiment to compare and harmonize texture and skid resistance measurements.”, Permanent International Association of Road Congresses (PIARC), Paris.

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Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 28Issue 8August 2016

History

Received: Jan 7, 2015
Accepted: Nov 9, 2015
Published online: Mar 1, 2016
Published in print: Aug 1, 2016
Discussion open until: Aug 1, 2016

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Authors

Affiliations

Reza S. Ashtiani, Ph.D., M.ASCE [email protected]
Assistant Professor, Dept. of Civil Engineering, Univ. of Texas at El Paso, 500 W. University Ave., El Paso, TX 79902 (corresponding author). E-mail: [email protected]
Aaron B. Pullen, A.M.ASCE [email protected]
Senior Research Engineer, Applied Research Associates, Inc., 104 Research Rd., Bldg. 9742, Tyndall AFB, FL 32403. E-mail: [email protected]
Michael I. Hammons, Ph.D., M.ASCE [email protected]
P.E.
Senior Researcher, U.S. Army Engineer Research and Development Center, 3909 Halls Ferry Rd., Vicksburg, MS 39180. E-mail: [email protected]

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