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Accident Analysis and Prevention
journal homepage: www.elsevier.com/locate/aap
A Bayesian multivariate hierarchical spatial joint model for predicting crash
counts by crash type at intersections and segments along corridors
Saif A. Alarifi
⁎
, Mohamed Abdel-Aty, Jaeyoung Lee
University of Central Florida, Department of Civil, Environmental, and Construction Engineering, Orlando, FL 32816, United States
ARTICLE INFO
Keywords:
Multivariate hierarchical spatial model
Corridor safety analysis
Joint model
Crash
types
ABSTRACT
The safety and operational improvements of corridors have been the focus of many studies since they carry most
traffic on the road network. Estimating a crash prediction model for total crash counts identifies the crash risk
factors that are associated with crash counts at a specific type of road entity. However, this may not reveal useful
information to detect the road problems and implement effective countermeasures. Therefore, investigating the
contributing factors for crash counts by different types is of great importance. This study aims to provide a good
understanding of the contributing factors to crash counts by different types at intersections and roadway seg-
ments along corridors. Data from 255 signalized intersections and 220 roadway segments along 20 corridors
have been used for this study. The investigated crash types include same direction, angle and turning, opposite
direction, non-motorized, single vehicle, and other multi-vehicle crashes. Two models have been estimated,
which are multivariate hierarchical Poisson-lognormal (HPLN) spatial joint model and univariate HPLN spatial
joint model. The significant variables include exposure measures and some geometric design variables at in-
tersection, roadway segment, and corridor levels. The results revealed that the multivariate HPLN spatial joint
model outperforms the univariate HPLN spatial joint model. Also, the correlations among crash counts of most
types exist at individual road entity and between adjacent entities. Additionally, the significant explanatory
variables are different across crash types, and the magnitude of the parameter estimates for the same in-
dependent variable is different across crash types. The results emphasize the need for estimating crash counts by
type in a multivariate form to better detect the problems and provide appropriate countermeasures.
1. Introduction
Corridors safety analysis is a major concern since they carry most
traffic on the road network, and their safety and operational improve-
ments have been the focus of many studies. Corridors mainly contain
signalized intersections and roadway segments, and analyzing safety at
corridors by having both components provides a good understanding of
the crash risk factors at intersections and roadway segments along
corridors. Crash risk factors along corridors include some geometric
design features, traffic flow characteristics, and traffic control and
signal information. Different types of countermeasures at the corridor
level have been proposed (e.g. signal coordination, access management,
and median treatments) to enhance the safety and operational effi-
ciency at corridors.
Developing a crash prediction model for total crash counts identifies
the crash risk factors that are associated with crash frequencies at
specific locations. However, to implement effective countermeasures, it
is required to investigate crash counts of different types. Also, different
crash types are associated with traffic and geometric characteristics in
different ways (Kim et al., 2006, 2007). Therefore, investigating the
contributing factors to crash frequencies for different crash types is of
great importance since it provides better explanatory power compared
to a single total crash counts model. However, estimating a separate
crash frequency model for each crash type may result in inefficient and
biased parameters because different crash types may share unobserved
or omitted variables (Ye et al., 2009; Aguero-Valverde et al., 2016). As a
result, estimating a multivariate model, where crash counts by different
types are modeled simultaneously, is necessary to handle the common
unobserved factors and provide more accurate parameter estimates.
While analyzing intersections and roadway segments along corri-
dors, there is a potential presence of spatial correlations among the road
entities since these road entities have similarities in the roadway and
driver characteristics, and accounting for this spatial correlation in the
model is essential especially if the distance between the road entities is
not large. Ignoring the spatial correlation may lead to biased model
parameters (Guo et al., 2010; Lesage and Pace, 2009). In addition, it has
https://doi.org/10.1016/j.aap.2018.07.026
Received 8 January 2018; Received in revised form 13 July 2018; Accepted 21 July 2018
⁎
Corresponding author.
E-mail address: Saif.a@knights.ucf.edu (S.A. Alarifi).
Accident Analysis and Prevention 119 (2018) 263–273
0001-4575/ © 2018 Elsevier Ltd. All rights reserved.
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