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Friction Characteristics of Illinois Pavements
Determining, improving and prolonging pavement friction in Illinois were the principal objectives in this five-phase study, which is summarized in this report. The friction tester developed and modified in Phase 1 measured the friction of pavements evaluated in the remaining phases. Phases 2 and 3 provided considerable insight into the pavement friction characteristics of existing interstate, primary, secondary, and local highways and have outlined geographical areas where a need for upgrading a particular type of pavement is greatest. Phase 4 demonstrated that satisfactory friction characteristics in bituminous sand mixes and in dense-graded bituminous concrete depend on the type, size, and amount of high-friction aggregate used in them, while Phase 5 reported information necessary to reduce wet-weather accidents. A list of published reports and their abstracts, emanating from this study, also is included.
Friction Characteristics of Illinois Pavements
Determining, improving and prolonging pavement friction in Illinois were the principal objectives in this five-phase study, which is summarized in this report. The friction tester developed and modified in Phase 1 measured the friction of pavements evaluated in the remaining phases. Phases 2 and 3 provided considerable insight into the pavement friction characteristics of existing interstate, primary, secondary, and local highways and have outlined geographical areas where a need for upgrading a particular type of pavement is greatest. Phase 4 demonstrated that satisfactory friction characteristics in bituminous sand mixes and in dense-graded bituminous concrete depend on the type, size, and amount of high-friction aggregate used in them, while Phase 5 reported information necessary to reduce wet-weather accidents. A list of published reports and their abstracts, emanating from this study, also is included.
Friction Characteristics of Illinois Pavements
P. G. Dierstein (author)
1977
27 pages
Report
No indication
English
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