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- W646948159 abstract "Asphalt binder low temperature grade is based on creep compliance and stiffness. Many believe this is sufficient to control the low temperature cracking properties of an asphalt mixture. Still, projects with the same asphalt binder grade have resulted in starkly different performance. The Ministry of Transportation of Ontario (MTO) believes that this difference originates from the asphalt binder and has supported research that identified two additional tests; the Double Edged Notch Test (DENT) and the Extended Bending Beam Rheometer (Extended BBR). In 2003, MTO constructed seven test sections near Timmins, Ontario to investigate low temperature cracking. The same mix design was used with seven different asphalt binders. This paper evaluates the performance after five years correlated to routine asphalt binder properties and properties from the new tests. Results show that the standard AASHTO aging procedures did not simulate field aging well and laboratory-aged properties measured with the BBR did not correlate well with performance. However, the properties measured on field-aged asphalt binder did correlate well. Properties measured by the Extended BBR on both the laboratory-aged and field-aged binders correlated better with observed performance. Properties as measured with the DENT test did not correlate well with observed performance in either situation. (A)" @default.
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- W646948159 date "2012-01-01" @default.
- W646948159 modified "2023-09-23" @default.
- W646948159 title "Relationship of Asphalt Binder Properties to Cracking in Five Year Old Test Sections" @default.
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