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Roughness progression on KDOT asphalt pavements

Author: James Mulandi; Kansas. Department of Transportation. Bureau of Materials & Research.; Kansas State University.; K-TRAN (Research program)
Publisher: Topeka, Kan. : Kansas Dept. of Transportation ; [Springfield, Va.] : [Available through the National Technical Information Service], ©2007.
Edition/Format:   Print book : State or province government publication : EnglishView all editions and formats
Database:WorldCat
Summary:
In this study, roughness of 17 pavement sections, built between 1998 and 2001 were analyzed. These sections were constructed over different subgrade and base types, and different asphalt binder aggregates were used. Annual roughness data was collected from the Pavement Management Information System database of the Kansas Department of Transportation. In addition, five new sections, built over the last three years,  Read more...
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Material Type: Government publication, State or province government publication, Internet resource
Document Type: Book, Internet Resource
All Authors / Contributors: James Mulandi; Kansas. Department of Transportation. Bureau of Materials & Research.; Kansas State University.; K-TRAN (Research program)
OCLC Number: 156909760
Notes: "April 2007."
"Report no. K-TRAN: KSU-02-5"--Cover.
Description: viii, 106 pages : illustrations, map, charts ; 28 cm
Contents: Introduction --
Reveiw of previous asphalt roughness research --
Test sections and data collection --
Roughness data analysis --
Statistical analyses --
Summary.
Responsibility: prepared by James Mulandi [and others].
More information:

Abstract:

In this study, roughness of 17 pavement sections, built between 1998 and 2001 were analyzed. These sections were constructed over different subgrade and base types, and different asphalt binder aggregates were used. Annual roughness data was collected from the Pavement Management Information System database of the Kansas Department of Transportation. In addition, five new sections, built over the last three years, were also monitored. Roughness data on these sections were collected periodically. International Roughness Index (IRI) was used as the roughness statistic for analyzing both types of sections.

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