TY - JOUR
T1 - Crash frequency modeling for signalized intersections in a high-density urban road network
AU - Xie, Kun
AU - Wang, Xuesong
AU - Ozbay, Kaan
AU - Yang, Hong
N1 - Funding Information:
This study was jointly supported by the Center for Urban Science and Progress (CUSP) at New York University, the Urban Mobility and Intelligent Transportation Systems (UrbanMITS) Laboratory , and the Chinese National Science Foundation (No. 51008230 ). The contents of this paper only reflect the views of the authors who are responsible for the facts and accuracy of the data presented herein. The contents of the paper do not necessarily reflect the official views or policies of the agencies.
PY - 2014/4
Y1 - 2014/4
N2 - Conventional crash frequency models rely on an assumption of independence among observed crashes. However, this assumption is frequently proved false by spatially related crash observations, particularly for intersection crashes observed in high-density road networks. Crash frequency models that ignore the hierarchy and spatial correlation of closely spaced intersections can lead to biased estimations. As a follow-up to our previous paper (Xie et al., 2013), this study aims to address this issue by introducing an improved crash frequency model. Data for 195 signalized intersections along 22 corridors in the urban areas of Shanghai was collected. Moran's I statistic of the crash data confirmed the spatial dependence of crash occurrence among the neighboring intersections. Moreover, Lagrange Multiplier test was performed and it suggested that the spatial dependence should be captured in the model error term. A hierarchical model incorporating a conditional autoregressive (CAR) effect term for the spatial correlation was developed in the Bayesian framework. A deviance information criterion (DIC) and cross-validation test were used for model selection and comparison. The results showed that the proposed model outperformed traditional models in terms of the overall goodness of fit and predictive performance. In addition, the significance of the corridor-specific random effect and CAR effect revealed strong evidence for the presence of heterogeneity across corridors and spatial correlation among intersections.
AB - Conventional crash frequency models rely on an assumption of independence among observed crashes. However, this assumption is frequently proved false by spatially related crash observations, particularly for intersection crashes observed in high-density road networks. Crash frequency models that ignore the hierarchy and spatial correlation of closely spaced intersections can lead to biased estimations. As a follow-up to our previous paper (Xie et al., 2013), this study aims to address this issue by introducing an improved crash frequency model. Data for 195 signalized intersections along 22 corridors in the urban areas of Shanghai was collected. Moran's I statistic of the crash data confirmed the spatial dependence of crash occurrence among the neighboring intersections. Moreover, Lagrange Multiplier test was performed and it suggested that the spatial dependence should be captured in the model error term. A hierarchical model incorporating a conditional autoregressive (CAR) effect term for the spatial correlation was developed in the Bayesian framework. A deviance information criterion (DIC) and cross-validation test were used for model selection and comparison. The results showed that the proposed model outperformed traditional models in terms of the overall goodness of fit and predictive performance. In addition, the significance of the corridor-specific random effect and CAR effect revealed strong evidence for the presence of heterogeneity across corridors and spatial correlation among intersections.
KW - Crash frequency model
KW - Hierarchical conditional autoregressive model
KW - Hierarchy
KW - High-density network
KW - Signalized intersection
KW - Spatial correlation
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U2 - 10.1016/j.amar.2014.06.001
DO - 10.1016/j.amar.2014.06.001
M3 - Article
AN - SCOPUS:84904544866
SN - 2213-6657
VL - 2
SP - 39
EP - 51
JO - Analytic Methods in Accident Research
JF - Analytic Methods in Accident Research
ER -