REDUCTION OF ROAD FRICTION COEFFICIENT CAUSED BY THE APPLICATION OF CALCIUM CHLORIDE SOLUTION
The authors conducted laboratory and field experiments on dense-graded asphalt concrete and porous asphalt concrete in order to clarify the decrease in road friction coefficient μ caused by calcium chloride solution sprayed as an antifreezing agent. In the laboratory experiment, the skid resistance of road specimens sprayed with calcium chloride solution and that of road specimens sprinkled with water after the calcium chloride precipitated were measured. The values of μ immediately after the application of calcium chloride solution, even a high-concentration solution, were found to be at least 0.4, which is not much different from the values for the wet road surface. When calcium chloride precipitated on the road surface, the values of μ for dense-graded asphalt concrete and porous asphalt concrete were about 0.2 lower than those for the wet road surface. Furthermore, field experiments showed that the precipitation of calcium chloride and decreases in μ associated with that precipitation could occur on actual roads.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/21856559
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Authors:
- Fujimoto, Akihiro
- Publication Date: 2020
Language
- English
- Japanese
Media Info
- Media Type: Web
- Pagination: pp I_101-I_108
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Serial:
- Journal of Japan Society of Civil Engineers, Ser. E1 (Pavement Engineering)
- Volume: 76
- Issue Number: 2
- Publisher: Japan Society of Civil Engineers
- ISSN: 2185-6559
- Serial URL: https://www.jstage.jst.go.jp/browse/jscejpe/-char/en
Subject/Index Terms
- TRT Terms: Asphalt concrete; Calcium chloride; Dense graded aggregates; Porous pavements; Skid resistance; Surface friction (Geophysics); Testing
- Subject Areas: Highways; Pavements;
Filing Info
- Accession Number: 01767171
- Record Type: Publication
- Source Agency: Japan Science and Technology Agency (JST)
- Files: TRIS, JSTAGE
- Created Date: Mar 22 2021 10:30AM