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- W2242955013 abstract "Selecting a pavement binder for resistance to thermal cracking consists of two steps: determining the winter design temperature for the pavement site, and selecting an asphalt binder having low temperature properties that enable it to resist thermal cracking at the winter design temperature. The low temperature properties of asphalt binders are addressed in the Superpave binder specification, which defines the minimum service temperature for the material. The Superpave paving mix design system includes an algorithm for determining the winter design temperature, but this is unsatisfactory. It gives winter design temperatures for cold climate locations which are much too low. This paper describes the development of a new algorithm for determining the winter design temperature for pavements. Analysis of air and pavement temperature data for seven Canadian locations gave a linear relationship between the minimum pavement temperature and the minimum air temperature during winter. This equation gave good estimates of measured minimum pavement temperatures at other locations. A new winter design algorithm based on this relationship was also developed. It can be used to estimate the winter design temperature for a pavement site from the local winter temperature history. The design equation can be used with the Superpave paving mix design system. The new design equation selects less restrictive binder grades for cold climates than the Superpave algorithm. Limited experience indicates that binders selected using the new procedure will resist thermal cracking in service." @default.
- W2242955013 created "2016-06-24" @default.
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- W2242955013 date "1997-01-01" @default.
- W2242955013 modified "2023-09-27" @default.
- W2242955013 title "DETERMINING THE WINTER DESIGN TEMPERATURE FOR ASPHALT PAVEMENTS (WITH DISCUSSION AND CLOSURE)" @default.
- W2242955013 hasPublicationYear "1997" @default.
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