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First published January 2000

Factors Affecting Overlay Ride Quality

Abstract

A study was conducted to identify the predominant factors that affect the achievable smoothness of asphalt overlays. The subject was approached from the perspective of a contracting entity (state highway agency). The basis of the study was a roughness survey that incorporated 4270 lane-km (2,650 lane-mi) and two full construction seasons with hot-mix asphalt concrete paving. Among the variables found to be related to the achievable smoothness were the functional classification (highway system), original surface roughness, and a special provision for smoothness. Variables that were found to be not significantly related to the smoothness achieved included surface mix type, the application of additional structural layers, the use of milling, and time-of-day restrictions on construction activities (i.e., nighttime paving).

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References

1. Metric Road and Bridge Standards. Virginia Department of Transportation, Richmond, 1997.
2. Cheremisinoff N. P. Practical Statistics for Scientists and Engineers. Technomic Publishing Company, Lancaster, Pa., 1987.

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Article first published: January 2000
Issue published: January 2000

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© 2000 National Academy of Sciences.
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Kevin K. McGhee
Virginia Transportation Research Council, 530 Edgemont Road, Charlottesville, VA 22903

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This article was published in Transportation Research Record: Journal of the Transportation Research Board.

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Crossref: 4

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  3. Stringline Effects on Concrete Pavement Construction
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  4. Effect of Material Transfer Devices on Flexible Pavement Smoothness
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