GripTester measurements and texture-friction relationship

Conference Paper (2018)
Author(s)

Reginald B. Kogbara (Texas A&M University at Qatar)

Eyad A. Masad (Texas A&M University, Texas A&M University at Qatar)

Kumar Anupam (TU Delft - Pavement Engineering)

Athanasios Scarpas (Khalifa University of Science and Technology, TU Delft - Pavement Engineering)

DOI related publication
https://doi.org/10.1201/9780429457791 Final published version
More Info
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Publication Year
2018
Language
English
Publisher
CRC Press
ISBN (print)
9781138313095
ISBN (electronic)
9780429855801
Event
AM3P 2018: International Conference on Advances in Materials and Pavement Performance Prediction (2018-04-16 - 2018-04-18), Doha, Qatar
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Abstract

The influence of test conditions such as test speed, pavement condition (wet or dry) and tire temperature on pavement friction measurements and texture-friction relationship was investigated. The skid resistance of an asphalt pavement section in Qatar was measured at test speeds of 35 and 50 km/h in dry and wet conditions, respectively, using a GripTester. The tire temperature was monitored using embedded small sensors. Close Range Photogrammetry (CRP) surface texture determination entailed using a camera for capturing pavement surface images, and analyzing the images with proprietary software. Both test conditions caused significant differences in grip numbers, but the average grip numbers fell within a narrow range (0.21–0.24). Among the texture parameters considered, only the peak material volume (Vmp) showed reasonable correlation (R = 0.61–0.78) with friction for both test conditions. The results suggest that the influence of test conditions on skid resistance decreases for smoothly polished pavement surfaces.