Development of safety performance measures for different crashes severity at urban roundabouts

• Analyzed the impact of geometric and traffic characteristics on roundabout safety performance. • Negative Binomial (NB) model best fits traffic crash frequency data. • Increase in entry width, inscribed diameter, entry path radius associated with higher crash risk. • Increase in circular width, central diameter, and exit width reduces crash risks. • Developed Crash Modification Factors (CMFs) using a cross-sectional method. Roundabouts are widely utilized due to their perceived safety benefits compared to other unsignalized intersections. Studies have demonstrated that roundabouts are effective in reducing the frequency and severity of traffic crashes. However, the crash rate at roundabouts in Jordan has increased over time. A range of factors can influence the safety performance of roundabouts, including geometric and traffic characteristics. This study aims to quantify the impact of these factors on the safety of urban roundabouts in Amman, the capital of Jordan. To achieve this, three different crash severity prediction models were developed to assess the influence of various contributing factors. Data was collected from 16 roundabouts over a period of seven years, including traffic crashes, geometric characteristics, and traffic counts. Different models were tested, and the Negative Binomial (NB) model was found to be the best fit for traffic crashes frequency. The results indicate that an increase in entry width, inscribed diameter, entry path radius, entry angle, speed limit, number of approaches, weaving length, and weaving width are associated with an increase in roundabout crash risk. On the other hand, an increase in circular width, central diameter, and exit width is associated with a decrease in crash risks. The study also developed Crash Modification Factors (CMFs) using a cross-sectional method, which can be used to investigate the relationship between safety and geometric design features of roundabouts. The findings of this study can be used effectively to determine the appropriate intersection improvement strategies to enhance traffic safety conditions.

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Institutions

Publication Details

Journal
Results in Engineering
Published
2024-12-19
DOI
https://doi.org/10.1016/j.rineng.2024.103680
Citations
24
Primary Topic
Traffic and Road Safety
Type
article
Field-Weighted Citation Impact
8.75
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article

Development of safety performance measures for different crashes severity at urban roundabouts

Mohammad Nour Al-Marafi, Taqwa I. Alhadidi, Asma Alazimi
24 citations
Results in Engineering
Traffic and Road Safety
8.75
article

Development of safety performance measures for different crashes severity at urban roundabouts

Mohammad Nour Al-Marafi, Taqwa I. Alhadidi, Asma Alazimi
article en
24 citations

Abstract

• Analyzed the impact of geometric and traffic characteristics on roundabout safety performance. • Negative Binomial (NB) model best fits traffic crash frequency data. • Increase in entry width, inscribed diameter, entry path radius associated with higher crash risk. • Increase in circular width, central diameter, and exit width reduces crash risks. • Developed Crash Modification Factors (CMFs) using a cross-sectional method. Roundabouts are widely utilized due to their perceived safety benefits compared to other unsignalized intersections. Studies have demonstrated that roundabouts are effective in reducing the frequency and severity of traffic crashes. However, the crash rate at roundabouts in Jordan has increased over time. A range of factors can influence the safety performance of roundabouts, including geometric and traffic characteristics. This study aims to quantify the impact of these factors on the safety of urban roundabouts in Amman, the capital of Jordan. To achieve this, three different crash severity prediction models were developed to assess the influence of various contributing factors. Data was collected from 16 roundabouts over a period of seven years, including traffic crashes, geometric characteristics, and traffic counts. Different models were tested, and the Negative Binomial (NB) model was found to be the best fit for traffic crashes frequency. The results indicate that an increase in entry width, inscribed diameter, entry path radius, entry angle, speed limit, number of approaches, weaving length, and weaving width are associated with an increase in roundabout crash risk. On the other hand, an increase in circular width, central diameter, and exit width is associated with a decrease in crash risks. The study also developed Crash Modification Factors (CMFs) using a cross-sectional method, which can be used to investigate the relationship between safety and geometric design features of roundabouts. The findings of this study can be used effectively to determine the appropriate intersection improvement strategies to enhance traffic safety conditions.

Results in EngineeringVol. 25
Al-Ahliyya Amman University (JO), Tafila Technical University (JO)
Sustainable cities and communities
Openalex Percentile: Top 2%
Traffic and Road Safety
8.75
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