@article{19860e0a1f63459eb8779ea843302e44,
title = "Thermal and optical characterization of asphalt field cores for microscale urban heat island analysis",
abstract = "Pavements contribute significantly to the development of Urban Heat Islands (UHIs). The impact of pavements on UHI depends on multiple material factors, including its thermal and optical properties. Field cores from asphalt concrete (AC) pavements from four locations in Illinois and one in Indiana, USA, were used to evaluate the optical and thermal properties of the corresponding pavements. Thermal conductivity ranged from 1.0 to 3.0 W/mK (average of 2.2 W/mK), diffusivity 0.6–2.0 mm2/s (average of 1.5 mm2/s), and heat capacity 0.7–3.0 MJ/m3K (average of 1.5 MJ/m3K), which differ significantly from values typically recommended in pavement design. The same cores were used to calibrate a simplified bilinear aging albedo model, with the asymptotic albedo and at-construction albedo being largely within the expected range of 0.10–0.20 and 0.05–0.10, respectively. The emissivity was found to be between 0.70 and 0.90, which agrees with values reported in the literature. These properties were used to evaluate the local pavement Radiative Forcing (RFp) and Global Warming Potential (GWP) as well as the diurnal net surface heat flux and surface temperature of the pavements. The RFp varied depending on aging albedo and emissivity, while surface temperature and net surface heat flux also depended on thermal properties.",
keywords = "Albedo, Asphalt, Emissivity, Thermal properties, Urban heat islands",
author = "Sushobhan Sen and Jeffery Roesler",
note = "Funding Information: Funding for this study was provided by the U.S. Department of Transportation (USDOT) through the University Transportation Center for Highway Pavement Preservation (UTCHPP) at Michigan State University with Contract Number DTR13-G-UTC44. Part of the study was carried out in the Frederick Seitz Materials Research Laboratory Central Facilities, University of Illinois. Field cores were provided by the Illinois Department of Transportation (IDOT) through the Illinois Center for Transportation (ICT). The authors would like to thank Bill Vavrik and Rachel Becker of ARA, Inc. for access to the CM-2500c portable spectrophotometer, as well as Punit Singhvi of ICT for his help with transporting the cores. Funding Information: Funding for this study was provided by the U.S. Department of Transportation (USDOT) through the University Transportation Center for Highway Pavement Preservation (UTCHPP) at Michigan State University with Contract Number DTR13-G-UTC44. Part of the study was carried out in the Frederick Seitz Materials Research Laboratory Central Facilities , University of Illinois . Field cores were provided by the Illinois Department of Transportation (IDOT) through the Illinois Center for Transportation (ICT). The authors would like to thank Bill Vavrik and Rachel Becker of ARA, Inc. for access to the CM-2500c portable spectrophotometer, as well as Punit Singhvi of ICT for his help with transporting the cores. Publisher Copyright: {\textcopyright} 2019 Elsevier Ltd",
year = "2019",
month = aug,
day = "30",
doi = "10.1016/j.conbuildmat.2019.05.091",
language = "English (US)",
volume = "217",
pages = "600--611",
journal = "Construction and Building Materials",
issn = "0950-0618",
publisher = "Elsevier Limited",
}