FRICTIONAL PROPERTIES OF ASPHALT CONCRETE PAVEMENTS IN IOWA. FINAL REPORT
Friction testing of pavements has been a continuing effort by the Iowa Department of Transportation since 1969. This report details results of tests of asphaltic concrete pavements on the primary and interstate road systems. Both sprinkle treated and non-sprinkle treated pavements placed between 1975 and 1985 are included. A total of 1785 mi (2872 km) representing 216 separate paving projects were examined. The effect of fog sealing sprinkle treated pavements was studied by testing friction levels before and after the application of the fog seals. Conclusions of the report are: (1) Current aggregate selection criteria for asphaltic concrete pavement surface courses provides adequate friction levels through 10 years and should remain effective through a 15 year design life; (2) Sprinkle treatment of pavements has, for the most part, provided macrotexture in the pavement surface as evidenced by smooth tire testing; and (3) Fog sealing sprinkle treated pavements does not significantly alter the friction properties.
- Record URL:
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Corporate Authors:
Iowa Department of Transportation
800 Lincoln Way
Ames, IA United States 50010 -
Authors:
- Monroe, R W
- Brown, B C
- Publication Date: 1987-7
Language
- English
Media Info
- Features: Appendices; Figures; References; Tables;
- Pagination: 45 p.
Subject/Index Terms
- TRT Terms: Asphalt concrete; Friction; Friction tests; Macrotexture; Pavements; Surface treating
- Uncontrolled Terms: Fog seals
- Old TRIS Terms: Pavement friction; Sprinkle treatment; Test results
- Subject Areas: Highways; Pavements; I23: Properties of Road Surfaces;
Filing Info
- Accession Number: 00720178
- Record Type: Publication
- Report/Paper Numbers: Project MLR 87-5
- Files: TRIS, STATEDOT
- Created Date: Apr 16 1996 12:00AM