Crash Prediction Model for Freeway Segment Considering Time Correlation

2021 ◽  
Author(s):  
Xinyu Zhang ◽  
Jia Li
2020 ◽  
Vol 7 (1) ◽  
pp. 1762525 ◽  
Author(s):  
Soumik Nafis Sadeek ◽  
Shakil Mohammad Rifaat ◽  
Marinella Giunta

2021 ◽  
Author(s):  
Jianjun Song ◽  
Bingshi Huang ◽  
Yong Wang ◽  
Chao Wu ◽  
Xiaofang Zou ◽  
...  

2007 ◽  
Vol 39 (4) ◽  
pp. 657-670 ◽  
Author(s):  
Ciro Caliendo ◽  
Maurizio Guida ◽  
Alessandra Parisi

2014 ◽  
Vol 543-547 ◽  
pp. 4472-4475
Author(s):  
Bipin Karki ◽  
Xiao Bo Qu ◽  
Kriengsak Panuwatwanich ◽  
Sherif Mohamed ◽  
Partha Parajuli

The crash assignment problem has long been considered as one of the most important components in an approach-level crash prediction model for intersections. A few pioneering studies have been carried out to properly assign the crashes in or nearby intersections to various approaches. However, the implementation of these models is very time consuming as it can only be done one by one manually. In this paper, a geographical information system (GIS) database is developed to complete the crash assignment. This tool has been applied in Queensland, Australia in the development of crash prediction model for signalized T-intersections.


Author(s):  
Chris Lee ◽  
Bruce Hellinga ◽  
Frank Saccomanno

The likelihood of a crash or crash potential is significantly affected by the short-term turbulence of traffic flow. For this reason, crash potential must be estimated on a real-time basis by monitoring the current traffic condition. In this regard, a probabilistic real-time crash prediction model relating crash potential to various traffic flow characteristics that lead to crash occurrence, or “crash precursors,” was developed. In the development of the previous model, however, several assumptions were made that had not been clearly verified from either theoretical or empirical perspectives. Therefore, the objectives of the present study were to ( a) suggest the rational methods by which the crash precursors included in the model can be determined on the basis of experimental results and ( b) test the performance of the modified crash prediction model. The study found that crash precursors can be determined in an objective manner, eliminating a characteristic of the previous model, in which the model results were dependent on analysts’ subjective categorization of crash precursors.


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