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- W657178236 abstract "The main objectives of the study were: (a) to investigate, by laboratory testing, the general behavior and performance of a large stone binder mix in terms of resistance to cracking and rutting, which are the main forms of pavement distress; (b) to use the mix characteristics developed by laboratory testing, and the VESYS 3AM pavement performance prediction model, to estimate the performance of a test pavement section rehabilitated with a large stone binder mixture; and (c) to monitor, in cooperation with the North Carolina Department of Transportation (NCDOT), the post-construction performance of the large stone mixture field sections. The NCDOT identified U.S. Highway 70 as a candidate test pavement section. The pavement had deteriorated and was in need of rehabilitation to increase its level of service. Overlays were designed individually for the east and the west bound travel lanes due to the differences in their cross sectional thickness and material properties. An actual sample of the large stone binder mixture that was used in the rehabilitation of the field test section was supplied by NCDOT. This mixture was compacted to the specified field density in the laboratory using the gyratory testing machine. The compacted samples were then characterized in terms of the fatigue, creep and resilient modulus. These tests revealed that the resilient modulus of the large stone binder mixture is about two times greater than the modulus of a conventional binder mixture. The permanent deformation of the large stone mixture was also found to be lower than a conventional binder mixture under most test conditions. However, at high temperatures and long loading times, the conventional binder mixture did have a slightly lower permanent deformation than the large stone mixture. The large stone mixture had a longer fatigue life than the conventional mixture, but only at initial strain values greater than 0.0005. At lower initial strain values, the conventional mixture had a longer fatigue life." @default.
- W657178236 created "2016-06-24" @default.
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- W657178236 date "1997-08-01" @default.
- W657178236 modified "2023-09-24" @default.
- W657178236 title "USE OF LARGE STONE ASPHALTIC CONCRETE OVERLAYS OF FLEXIBLE PAVEMENTS" @default.
- W657178236 hasPublicationYear "1997" @default.
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