A study was conducted to evaluate the theoretical and practical aspects of using an automobile as a testing device for measurement of pavement slipperiness. Every parameter and significant event in the excursion history of a skidding automobile was measured and recorded. The resultant skid-resistance values, twenty-five in all, were compared and correlated. As a result of the study, the measurement of time in the velocity increment between 30 mph to 20 mph was selected as an interim standard test. A number of experiments were also conducted to aid in the interpretation of test results and to establish control tolerances for the standard test. The British Portable Tester was further evaluated on various roads common to Kentucky and was found...
40910932PDFTech ReportVHRC 70-R47VirginiaVirginia Transportation Research CouncilMahone, David CRunk...
Friction measurements were made with a skid trailer at 40 mph (18 m/s) on 1460 miles (2350 km) of ru...
The skid resistance of pavements tends to decrease over time, resulting in greater risks for drivers...
A study was conducted to evaluate the theoretical and practical aspects of using an automobile as a ...
Studies of pavement skid resistance in Kentucky have been in progress since 1956. In 1964, an extens...
A two-wheeled skid-test trailer and towing vehicle were acquired in 1969. The trailer was designed p...
To free Kentucky of slick roads is the high goal toward which Kentucky has been striving since 1950...
Friction measurements were made with a skid trailer at 70 mph on 820 miles of rural, four-lane, cont...
Standard pavement types and experimental surfaces on roads throughout Kentucky were evaluated in ter...
Objectives of this study were to evaluate standard and experimental surfaces throughout Kentucky in ...
Objectives of this study were to evaluate standard and experimental surfaces throughout Kentucky in ...
Laboratory apparatus, consisting essentially of a torque generator and a torque meter, in which a ru...
Traction or frictional resistance of tires on clean, dry pavements tends to be fairly high (coeffici...
Friction measurements were made with a skid trailer at 70 mph (31 m/s) on 770 miles (1240 km) of rur...
Standard pavement types and experimental surfaces on roads throughout Kentucky were evaluated in ter...
40910932PDFTech ReportVHRC 70-R47VirginiaVirginia Transportation Research CouncilMahone, David CRunk...
Friction measurements were made with a skid trailer at 40 mph (18 m/s) on 1460 miles (2350 km) of ru...
The skid resistance of pavements tends to decrease over time, resulting in greater risks for drivers...
A study was conducted to evaluate the theoretical and practical aspects of using an automobile as a ...
Studies of pavement skid resistance in Kentucky have been in progress since 1956. In 1964, an extens...
A two-wheeled skid-test trailer and towing vehicle were acquired in 1969. The trailer was designed p...
To free Kentucky of slick roads is the high goal toward which Kentucky has been striving since 1950...
Friction measurements were made with a skid trailer at 70 mph on 820 miles of rural, four-lane, cont...
Standard pavement types and experimental surfaces on roads throughout Kentucky were evaluated in ter...
Objectives of this study were to evaluate standard and experimental surfaces throughout Kentucky in ...
Objectives of this study were to evaluate standard and experimental surfaces throughout Kentucky in ...
Laboratory apparatus, consisting essentially of a torque generator and a torque meter, in which a ru...
Traction or frictional resistance of tires on clean, dry pavements tends to be fairly high (coeffici...
Friction measurements were made with a skid trailer at 70 mph (31 m/s) on 770 miles (1240 km) of rur...
Standard pavement types and experimental surfaces on roads throughout Kentucky were evaluated in ter...
40910932PDFTech ReportVHRC 70-R47VirginiaVirginia Transportation Research CouncilMahone, David CRunk...
Friction measurements were made with a skid trailer at 40 mph (18 m/s) on 1460 miles (2350 km) of ru...
The skid resistance of pavements tends to decrease over time, resulting in greater risks for drivers...