Master of Science in Engineering, University of Akron, 2020, Civil Engineering
Over the past few decades, the amount of recycled asphalt materials, such as reclaimed asphalt pavement (RAP), used in asphalt pavements has increased. The addition of RAP to an asphalt mixture is sought to reduce the costs related to the production of asphalt binder and quarrying for new aggregates. However, the addition of RAP increases the stiffness of an asphalt mixture making it more vulnerable to fatigue cracking. In recent years, two laboratory tests, namely the Illinois flexibility index test (I-FIT) and the indirect tensile asphalt cracking test (IDEAL-CT), have been proposed for use in mix design and quality control/quality assurance to characterize the fatigue cracking resistance of asphalt mixtures at intermediate temperatures. This study compared the cracking indices obtained using the two tests for four different asphalt mixtures (12.5 mm Superpave surface, 19 mm Superpave intermediate, Type 1 Marshall surface, and Type 2 Marshall intermediate), short-term and long-term aged specimens, as well as plant-produced laboratory-compacted (PPLC) and laboratory-produced laboratory-compacted (LPLC) specimens. As expected, the test results revealed significantly higher cracking indices for the short-term aged specimens than the long-term aged specimens. The post-peak slope was observed to be the most sensitive parameter to aging. The test results also showed higher cracking indices for the surface mixtures than the intermediate mixtures, with the Marshall mixes exhibiting higher cracking indices than the Superpave mixes. The same trend was obtained using the two laboratory tests. Finally, the test results revealed that there is a significant difference between the cracking indices for the plant-produced and laboratory-produced asphalt mixtures, with the plant-produced mixtures exhibiting higher cracking indices than the laboratory-produced mixtures.
Committee: Ala Abbas (Advisor); Wieslaw Benienda (Committee Member); Nariman Mahabadi (Committee Member)
Subjects: Civil Engineering