Superpave Pavement Design Temperatures in Estonia

Karli Kontson, Kristjan Lill, A. Aavik
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Abstract

This paper introduces the maximum and minimum pavement temperatures of Estonian asphalt pavements in accordance with calculation models developed for North America and Norway. Historical meteorological data from 1992 to 2021 obtained from 25 different weather stations in Estonia were used as an input for the respective models. Comparison between the calculation models demonstrated high variability of the pavement design temperatures, thus significantly impacting the bitumen grade selection. Based on the road weather stations data, the Norwegian and Canadian models provide the most accurate pavement temperature estimations for Estonian conditions. Calculated upper and lower-bound pavement design temperatures varied between +52 °C to +58 °C and −22 °C to −34 °C, respectively. All models showed milder pavement temperatures and lower seasonal temperature amplitudes for coastal and offshore areas. The results also indicated the importance of validating model suitability as well as correlation with actual pavement temperatures in the Baltic region.
爱沙尼亚Superpave路面设计温度
本文根据北美和挪威的计算模型,介绍了爱沙尼亚沥青路面的最高和最低路面温度。从爱沙尼亚25个不同气象站获得的1992年至2021年的历史气象数据被用作各自模型的输入。计算模型之间的比较表明,路面设计温度的变异性很大,从而显著影响沥青等级的选择。根据道路气象站的数据,挪威和加拿大的模型提供了爱沙尼亚条件下最准确的路面温度估计。计算出的路面设计温度上限和下限分别在+52°C至+58°C和- 22°C至- 34°C之间。所有模型都显示,沿海和近海地区的路面温度较温和,季节性温度振幅较低。结果还表明了验证模型适用性以及与波罗的海地区实际路面温度的相关性的重要性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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