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- W2243312599 abstract "Rutting history data on asphalt concrete pavement (ACP) overlays on rigid pavements are being collected by the Center for Transportation Research (CTR) to study ACP overlay behavior under the traffic and environmental conditions of Texas. The available data were analyzed recenty for this purpose. Overlaid sections located in three counties of the state were selected for this study. These sections were originally built as continuously reinforced concrete pavement (CRCP). Using the limited data available at the present time, it was observed that the rate of rutting was maximum in the first year because of the initial compaction of material in the wheelpath. In the second year, the material between the wheelpaths experienced more compaction than that in the wheelpaths themselves, and therefore rutting was observed to decrease in the second year. However, rutting increased in the years following full compaction of the lanes. A regression equation was developed to characterize the rutting behavior of ACP overlays on CRCP. The analysis of available data indicated that overlay thickness was an improtant predictor of rutting in overlays. The age of the overlay was not very significant in the regression equation. This may be due to the brief history of rutting data available at the present time. The rutting of the overlays in different counties was affected by the locations of the overlaid sections. Apparently the materials of construction and construction-related items, which may be different in each county, affected the performance of overlays." @default.
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- W2243312599 date "1987-01-01" @default.
- W2243312599 modified "2023-09-24" @default.
- W2243312599 title "RUTTING OF ASPHALT CONCRETE OVERLAYS ON CONTINUOUSLY REINFORCED CONCRETE PAVEMENTS IN TEXAS" @default.
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