A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The report is an interim report covering the analysis of skid test data obtained by the Alabama State Highway Department in their statewide survey of the slipperiness of existing pavements. The tests were run using a two wheel skid trailer meeting the requirements of ASTM Specification E-274-65T equipped with tires meeting ASTM Specification E-249-66. All the data included in this report were obtained by locking the left wheel only. The data cover tests run on 22 different types of pavement surfaces. The total number of tests run was approximately 3500. The data were separated according to type, specification number and coarse aggregate involved. Traffic counts for each section tested were combined with the years of service to develop a wear factor for each test site. (Author)
The report is an interim report covering the analysis of skid test data obtained by the Alabama State Highway Department in their statewide survey of the slipperiness of existing pavements. The tests were run using a two wheel skid trailer meeting the requirements of ASTM Specification E-274-65T equipped with tires meeting ASTM Specification E-249-66. All the data included in this report were obtained by locking the left wheel only. The data cover tests run on 22 different types of pavement surfaces. The total number of tests run was approximately 3500. The data were separated according to type, specification number and coarse aggregate involved. Traffic counts for each section tested were combined with the years of service to develop a wear factor for each test site. (Author)
Pavement Slipperiness
T. L. Bransford (author)
1971
50 pages
Report
No indication
English
| NTIS | 1973
| NTIS | 1970
Measuring pavement slipperiness with a pendulum decelerometer
| TIBKAT | 1963
Treatment of hard pavement to prevent slipperiness
Engineering Index Backfile | 1911