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Title:

Controlling Thermal Properties of Asphalt Concrete and Their Effects on Pavement Surface Temperature

Accession Number:

01551927

Record Type:

Component

Availability:

Transportation Research Board Business Office

500 Fifth Street, NW
Washington, DC 20001 United States

Abstract:

Temperature of pavements substantially influence on the distresses and service life of flexible pavements because of the temperature dependent viscoelastic nature of asphalt concrete. In addition, pavement surface temperature is directly related to the roadway safety and environmental issues such as formation of ice during winter and urban heat island effect during summer. This study investigates the feasibility of mitigating temperature-related issues on asphalt pavement by controlling thermal properties of asphalt concrete. High density expanded polypropylene beads and graphite powder were tested to change the thermal properties of asphalt concrete, and their effects on the mechanical properties were investigated experimentally. Test results show that the asphalt concrete containing 18% by volume of the expanded polypropylene has the decreased thermal conductivity, heat capacity, and indirect tensile strength by 17%, 32%, and 27%, respectively. On the other hand, adding proper amounts of graphite powder improves indirect tensile strength up to 40% and increases thermal conductivity up to 43%. A series of heat transfer analysis was conducted using a finite difference heat transfer model to investigate the effect of the thermally modified asphalt mixtures on the pavement surface temperature. Results show that the amplitude of daily temperature variation reduces as the thermal conductivity increases. This implies that the graphite modified asphalt concrete is effective in thermal regulation of pavement surface, and can provide a green and cost effective solution for mitigating urban heat island effect and reducing the use of deicing agents. The simulation using the thermal properties of the asphalt concrete with 4.8% graphite shows that the maximum surface temperature drops 1.9ºC in summer, and the minimum surface temperature increases 0.3ºC in winter.

Supplemental Notes:

This paper was sponsored by TRB committee AF000 Design and Construction Group.

Monograph Accession #:

01550057

Report/Paper Numbers:

15-3651

Language:

English

Corporate Authors:

Transportation Research Board

500 Fifth Street, NW
Washington, DC 20001 United States

Authors:

Shi, Xijun
Rew, Younho
Shon, Chang-Seon
Park, Philip

ORCID 0000-0001-9404-9128

Pagination:

20p

Publication Date:

2015

Conference:

Transportation Research Board 94th Annual Meeting

Location: Washington DC, United States
Date: 2015-1-11 to 2015-1-15
Sponsors: Transportation Research Board

Media Type:

Digital/other

Features:

Figures; Photos; References; Tables

Subject Areas:

Highways; Maintenance and Preservation; Materials; Pavements; I31: Bituminous Binders and Materials; I32: Concrete; I60: Maintenance

Source Data:

Transportation Research Board Annual Meeting 2015 Paper #15-3651

Files:

TRIS, TRB, ATRI

Created Date:

Dec 30 2014 1:13PM