Study Details
Safety Effects of a Targeted Skid Resistance Improvement Program
Study ID: 144
Authors: Lyon and Persaud
Publication Date: JAN, 2008
Abstract: The study examined the safety impacts of improving pavement skid resistance using data from New York State. The New York Department of Transportation (NYDOT) runs a skid accident reduction program that identifies sections of pavement with a high proportion of wet-road accidents, friction-tests these locations according to ASTM E-274 using the ASTM E-501 Ribbed Tire, and treats those with both a high proportion (35-40%) of wet-road accidents and low friction numbers (<32). An empirical Bayes before after study was conducted of locations that were treated under this program. The results indicate that this can be a highly cost effect safety treatment for both intersections and road segments that warrant skid resistance improvement because of a high frequency of wet road accidents and low friction numbers.
Study Citation: Lyon, C and B. Persaud. "Safety Effects of a Targeted Skid Resistance Improvement Program." 87th Annual Meeting of the Transportation Research Board, 2008 Annual Meeting CD-ROM.
Related Citations: Lyon, C., & Persaud, B. (2008). Safety Effects of Targeted Program to Improve Skid Resistance. Transportation Research Record: Journal of the Transportation Research Board, 2068(1), 135-140.
Study Type: Journal Article/Book
Study Report: Download the Study Report Document
CMFs Associated With This Study
Category: Roadway
Countermeasure: Improve pavement friction (increase skid resistance)
| CMF | CRF(%) | Quality | Crash Type | Crash Severity | Roadway Type | Area Type |
|---|
| 0.344 | 65.6 |  | Rear end,Wet road | All | Not Specified | Urban |
| 0.64 | 36 |  | Rear end,Wet road | All | Not Specified | Urban |
| 0.322 | 67.8 |  | Rear end,Wet road | All | Not Specified | All |
| 0.261 | 73.9 |  | Rear end,Wet road | All | Not Specified | All |
| 0.335 | 66.5 |  | Rear end,Wet road | All | Not Specified | All |
| 0.221 | 77.9 |  | Rear end,Wet road | All | Not Specified | All |
| 0.361 | 63.9 |  | Rear end,Wet road | All | Not Specified | All |
| 0.482 | 51.8 |  | Rear end,Wet road | All | Not Specified | All |
| 0.47 | 53 |  | Angle,Wet road | All | Not Specified | All |
| 0.26 | 74 |  | Wet road | All | Not Specified | Urban |
| 0.971 | 2.9 |  | Rear end,Wet road | All | Not Specified | Rural |
| 0.474 | 52.6 |  | Rear end,Wet road | All | Not Specified | Rural |