Skip to the main content

Review article

https://doi.org/10.7307/ptt.v27i6.1609

Identification of Accident-Prone Road Sections by Using Relative Frequency Method

Ferit YAKAR ; Gaziosmanpasa UniversityCivil Engineering Department


Full text: english PDF 266 Kb

page 539-547

downloads: 1.825

cite


Abstract

In this study, assuming that traffic accident occurrence is determined by some road and environment related factors, and future traffic accidents will occur under the same conditions as past traffic accidents, use of Relative Frequency Method (RFM) (also called frequency ratio method) in the determination of accident-prone road sections is investigated. Method was tested on a highway in Trabzon province of Turkey. At the end of the study, sensitivity and specificity values were calculated as 1.00 and 0.83 respectively, which reflects that the method identified all of the "accident-prone" sections (there is no false negative) and the method has very strong ability to distinguish "relatively safe" sections. The most useful property of the method is that, if accident data does not exist due to any reason for some part of the road, method can be still used to identify accident-prone sections by using the road properties.

Keywords

Relative Frequency Method; Accident-Prone Road Sections; Road Safety

Hrčak ID:

151927

URI

https://hrcak.srce.hr/151927

Publication date:

17.12.2015.

Visits: 2.732 *