Pavement Life–Extending Potential of Geosynthetic-Reinforced Chip Seal with High-Reflectivity Aggregates

Author:

Mallick Rajib B.1,Li Hui2,Harvey John2,Myers Ray3,Veeraragavan A.4,Reck Nicholas5

Affiliation:

1. Department of Civil and Environmental Engineering, Worcester Polytechnic Institute, Worcester, MA 01609.

2. University of California Pavement Research Center, Department of Civil and Environmental Engineering, University of California, Davis, 1 Shields Avenue, Davis, CA 95616.

3. Asphalt Interlayer Association, 1811 Hampshire Place, El Dorado Hills, CA 95762.

4. Department of Civil Engineering, Indian Institute of Technology Madras, Chennai, Tamil Nadu 600 036, India.

5. Tensar International Corporation, 2500 Northwinds Parkway, Suite 500, Alpharetta, GA 30009.

Abstract

High temperatures in asphalt pavements lead to rutting and age-related cracking. Although beneficial for reducing distresses, thicker layers are not generally used in low-volume roads because of cost restrictions. This paper presents an alternative approach in which a geosynthetic-reinforced chip seal layer with high-reflectivity aggregates is used to reduce the temperature in asphalt pavements and therefore reduce the potential of rutting and the rate of aging. If the absorption of the surface of the pavement is lowered and the conductivity of the layers is reduced, then less heat will penetrate through the depth of the pavement, and a lower pavement temperature will result. The absorption at the surface can be reduced through the use of a surface layer with greater reflectivity, and the conductivity can be reduced with the help of a layer of a material that has very low conductivity. Therefore, a composite pavement system can be used for low-volume, asphalt-surfaced roads; the system would incorporate an insulation layer and a high-reflectivity surface layer. The insulating layer will also effectively protect the surface from air and therefore significantly reduce the oxidation exposure and aging of the asphalt binder and the resultant stiffening of the asphalt mix. Analyses of modeling or simulation data and field data from a test section demonstrated a significant reduction in temperature throughout the depth of a pavement and an extension of life by three to four times.

Publisher

SAGE Publications

Subject

Mechanical Engineering,Civil and Structural Engineering

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1. Optimization design of fiber rubber asphalt gravel sealing layer based on fatigue crack resistance test;PLOS ONE;2024-01-22

2. Layer combination design and effect evaluation of phase change cooling asphalt pavement;Frontiers in Materials;2023-11-23

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5. Measuring Reduced Luminance Coefficients for Asphalt Based on Imaging Method;2022 IEEE International Conference on Environment and Electrical Engineering and 2022 IEEE Industrial and Commercial Power Systems Europe (EEEIC / I&CPS Europe);2022-06-28

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