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- W562955892 abstract "The objective of the paper is to present a methodology for quantifying the relationship between an increase in initial smoothness and the expected increase in pavement life-span for asphalt concrete pavements. The procedure takes into account the influence of initial smoothness on subsequent pavement roughness, as well as the influence of the initial smoothness and other distresses that may trigger the need for pavement rehabilitation. This is a novel approach that recognizes that not all pavements fail because of excessive roughness, and that there are other factors influencing the performance of asphalt concrete pavements and determining their life-span. The procedure takes into account the occurrence of six key pavement distresses that can trigger pavement rehabilitation, including roughness, rutting, ravelling, transverse cracking, and fatigue cracking. The procedure yields a calibrated transfer function converting the change in initial smoothness into the change in pavement life-span. The results obtained for asphalt concrete pavements on Ontario freeways indicate that the improvement in initial smoothness, attributed to the introduction of smoothness specifications, was about 25 percent. This improvement has increased pavement life-span by about two years when considering roughness failure only, and by less than one year when considering all failure modes." @default.
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- W562955892 date "2004-01-01" @default.
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- W562955892 title "The effect of increased initial smoothness on pavement performance" @default.
- W562955892 hasPublicationYear "2004" @default.
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