@article{bfe259569c9e43af8b410b91d4dc5097,
title = "Skid resistance characteristics of asphalt pavements in hot climates",
abstract = "This research assesses the influence of temperature variation on GripTester (Findlay Irvine, Penicuik, Scotland) skid resistance measurements of asphalt pavements in Qatar. It evaluated a test road with six different sections and four major highways during winter and summer seasons with ambient temperature ranging from 18 to 44°C. Close-range photogrammetry (CRP) was employed for surface texture analysis using multiple pavement surface images and proprietary software. Differences in binder type and mixture design of the test road sections did not cause significant differences in skid resistance. The south-north (SN) direction of the test road had lower friction values during summer than winter. The opposite was the case for the north-south (NS) direction. The average friction and corresponding texture parameters in the NS direction were respectively 1.4 and 1.2 times higher than in the SN direction. The major highways generally had lower friction in summer than the following winter despite traffic polishing over time. The results suggest that the effect of temperature on skid resistance becomes pronounced when the grip number drops below 0.30 and surface texture decreases.",
keywords = "Close-range photogrammetry, GripTester, Microtexture, Pavement friction, Surface texture, Temperature",
author = "Kogbara, \{Reginald B.\} and Masad, \{Eyad A.\} and Emad Kassem and Scarpas, \{A. Tom\}",
note = "Funding Information: This publication was made possible by a National Priorities Research Program (NPRP) award (NPRP No. 7-482-2-184: Thermo-Mechanical Tire-Pavement Interaction: Computational Modelling and Field Measurements) from the Qatar National Research Fund (QNRF), a member of the Qatar Foundation. The statements made herein are solely the responsibility of the authors. The authors are thankful to Applus Velosi Qatar for their assistance with the GripTester measurements. The efforts of Drs. David Woodward and Phillip Millar of Ulster University, Newtownabbey, County Antrim, U.K., with the close-range photogrammetry images of the test road are gratefully acknowledged. Funding Information: This publication was made possible by a National Priorities Research Program (NPRP) award (NPRP No. 7-482-2-184: Thermo-Mechanical Tire-Pavement Interaction: Computational Modelling and Field Measurements) from the Qatar National Research Fund (QNRF), a member of the Qatar Foundation. The statements made herein are solely the responsibility of the authors. The authors are thankful to Applus Velosi Qatar for their assistance with the GripTester measurements. The efforts of Drs. DavidWoodward and Phillip Millar of Ulster University, Newtownabbey, County Antrim, U.K., with the close-range photogrammetry images of the test road are gratefully acknowledged. Publisher Copyright: {\textcopyright} 2018 American Society of Civil Engineers.",
year = "2018",
month = jun,
day = "1",
doi = "10.1061/JPEODX.0000046",
language = "British English",
volume = "144",
journal = "Journal of Transportation Engineering Part B: Pavements",
issn = "2573-5438",
publisher = "American Society of Civil Engineers (ASCE)",
number = "2",
}