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Sun Z, Wang D, Gu X, Abdel-Aty M, Xing Y, Wang J, Lu H, Chen Y. A hybrid approach of random forest and random parameters logit model of injury severity modeling of vulnerable road users involved crashes. ACCIDENT; ANALYSIS AND PREVENTION 2023; 192:107235. [PMID: 37557001 DOI: 10.1016/j.aap.2023.107235] [Citation(s) in RCA: 3] [Impact Index Per Article: 3.0] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 01/09/2023] [Revised: 07/12/2023] [Accepted: 07/23/2023] [Indexed: 08/11/2023]
Abstract
Vulnerable road users (VRUs) involved crashes are a major road safety concern due to the high likelihood of fatal and severe injury. The use of data-driven methods and heterogeneity models separately have limitations in crash data analysis. This study develops a hybrid approach of Random Forest based SHAP algorithm (RF-SHAP) and random parameters logit modeling framework to explore significant factors and identify the underlying interaction effects on injury severity of VRUs-involved crashes in Shenyang (China) from 2015 to 2017. The results show that the hybrid approach can uncover more underlying causality, which not only quantifies the impact of individual factors on injury severity, but also finds the interaction effects between the factors with random parameters and fixed parameters. Seven factors are found to have significant effect on crash injury severity. Two factors, including primary roads and rural areas produce random parameters. The interaction effects reveal interesting combination features. For example, even though rural areas and primary roads increase the likelihood of fatal crash occurrence individually, the interaction effect of the two factors decreases the likelihood of being fatal. The findings form the foundation for developing safety countermeasures targeted at specific crash groups for reducing fatalities in future crashes.
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Affiliation(s)
- Zhiyuan Sun
- Beijing Key Laboratory of Traffic Engineering, Beijing University of Technology, Beijing 100124, China
| | - Duo Wang
- Beijing Key Laboratory of Traffic Engineering, Beijing University of Technology, Beijing 100124, China
| | - Xin Gu
- Beijing Key Laboratory of Traffic Engineering, Beijing University of Technology, Beijing 100124, China.
| | - Mohamed Abdel-Aty
- Department of Civil, Environmental and Construction Engineering, University of Central Florida Orlando, FL 32826-2450, United States
| | - Yuxuan Xing
- Beijing Key Laboratory of Traffic Engineering, Beijing University of Technology, Beijing 100124, China
| | - Jianyu Wang
- Beijing Key Laboratory of General Aviation Technology, Beijing University of Civil Engineering and Architecture, Beijing 102616, China
| | - Huapu Lu
- Institute of Transportation Engineering, Tsinghua University, Beijing 100084, China
| | - Yanyan Chen
- Beijing Key Laboratory of Traffic Engineering, Beijing University of Technology, Beijing 100124, China
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2
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Champahom T, Se C, Jomnonkwao S, Boonyoo T, Leelamanothum A, Ratanavaraha V. Temporal Instability of Motorcycle Crash Fatalities on Local Roadways: A Random Parameters Approach with Heterogeneity in Means and Variances. INTERNATIONAL JOURNAL OF ENVIRONMENTAL RESEARCH AND PUBLIC HEALTH 2023; 20:3845. [PMID: 36900855 PMCID: PMC10001501 DOI: 10.3390/ijerph20053845] [Citation(s) in RCA: 2] [Impact Index Per Article: 2.0] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 01/27/2023] [Revised: 02/18/2023] [Accepted: 02/20/2023] [Indexed: 06/18/2023]
Abstract
Motorcycle accidents can impede sustainable development due to the high fatality rate associated with motorcycle riders, particularly in developing countries. Although there has been extensive research conducted on motorcycle accidents on highways, there is a limited understanding of the factors contributing to accidents involving the most commonly used motorcycles on local roads. This study aimed to identify the root causes of fatal motorcycle accidents on local roads. The contributing factors consist of four groups: rider characteristics, maneuvers prior to the crash, temporal and environmental characteristics, and road characteristics. The study employed random parameters logit models with unobserved heterogeneity in means and variances while also incorporating the temporal instability principle. The results revealed that the data related to motorcycle accidents on local roads between 2018 and 2020 exhibited temporal variation. Numerous variables were discovered to influence the means and variances of the unobserved factors that were identified as random parameters. Male riders, riders over 50 years old, foreign riders, and accidents that occurred at night with inadequate lighting were identified as the primary factors that increased the risk of fatalities. This paper presents a clear policy recommendation aimed at organizations and identifies the relevant stakeholders, including the Department of Land Transport, traffic police, local government organizations, and academic groups.
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Affiliation(s)
- Thanapong Champahom
- Department of Management, Faculty of Business Administration, Rajamangala University of Technology Isan, Nakhon Ratchasima 30000, Thailand
| | - Chamroeun Se
- School of Transportation Engineering, Institute of Engineering, Suranaree University of Technology, Nakhon Ratchasima 30000, Thailand
| | - Sajjakaj Jomnonkwao
- School of Transportation Engineering, Institute of Engineering, Suranaree University of Technology, Nakhon Ratchasima 30000, Thailand
| | - Tassana Boonyoo
- Traffic and Transport Development and Research Center (TDRC), King Mongkut’s University of Technology Thonburi, Bangkok 10140, Thailand
| | - Amphaphorn Leelamanothum
- Department of Management, Faculty of Business Administration, Rajamangala University of Technology Isan, Nakhon Ratchasima 30000, Thailand
| | - Vatanavongs Ratanavaraha
- School of Transportation Engineering, Institute of Engineering, Suranaree University of Technology, Nakhon Ratchasima 30000, Thailand
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Al-Bdairi NSS, Behnood A. Assessment of temporal stability in risk factors of crashes at horizontal curves on rural two-lane undivided highways. JOURNAL OF SAFETY RESEARCH 2021; 76:205-217. [PMID: 33653552 DOI: 10.1016/j.jsr.2020.12.003] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 04/14/2020] [Revised: 07/16/2020] [Accepted: 12/03/2020] [Indexed: 06/12/2023]
Abstract
INTRODUCTION Safety of horizontal curves on rural two-lane, two-way undivided roadways is not fully explored. This study investigates factors that impact injury severity of such crashes. METHOD To achieve the aim of this paper, issues associated with police-reported crash data such as unobserved heterogeneity and temporal stability need to be accounted for. Hence, a mixed logit model was estimated, while heterogeneity in means and variances is investigated by considering four injury severity outcomes for drivers: severe injury, moderate injury, possible injury, and no injury. Crash data for the period between 2011 and 2016 for crashes that occurred in the state of Oregon was analyzed. Temporal stability in factors determining the injury severity was investigated by identifying three time periods through splitting crash data into 2011-2012, 2013-2014, and 2015-2016. RESULTS Despite some factors affecting injuries in all specified time periods, the values of the marginal effects showed relative differences. The estimation results revealed that some factors increased the risk of being involved in severe injury crashes, including head-on collisions, drunk drivers, failure to negotiate curves, older drivers, and exceeding the speed limits. CONCLUSIONS The hypothesis that attributes of injury severity are temporally stable is rejected. For example, young drivers (30 years old and younger) and middle-aged drivers were found to be temporally instable over time. Practical applications: The findings could help transportation authorities and safety professionals to enhance the safety of horizontal curves through appropriate and effective countermeasures.
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Affiliation(s)
| | - Ali Behnood
- Lyles School of Civil Engineering, Purdue University, 550 Stadium Mall, West Lafayette, IN 47907-2051, USA.
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Ma Q, Yang H, Wang Z, Xie K, Yang D. Modeling crash risk of horizontal curves using large-scale auto-extracted roadway geometry data. ACCIDENT; ANALYSIS AND PREVENTION 2020; 144:105669. [PMID: 32650292 DOI: 10.1016/j.aap.2020.105669] [Citation(s) in RCA: 1] [Impact Index Per Article: 0.3] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 12/22/2019] [Revised: 06/27/2020] [Accepted: 06/29/2020] [Indexed: 06/11/2023]
Abstract
Highway horizontal curves (H-curves) provide a smooth transition between two tangent sections of roadways. They allow vehicles to adjust their travel directions gradually. However, the geometry changes of the highway sections with H-curves often raise safety concerns. In order to deploy effective safety countermeasures, a critical task is to understand the risk factors associated with H-curves. Existing studies have made efforts to probe the safety issues associated with H-curves, whereas they were limited to relatively small-scale examinations because of the challenges in identifying H-curves from large road networks. In addition, due to the lack of well-archived traffic and roadway information, gathering other data associated with the H-curves is also difficult. Regarding to these gaps, this study aims to leverage open-source data to analyze the crash risk of highway sections with H-curves. In particular, the present study highlights itself from two main aspects: (i) a H-curve extraction tool was developed to facilitate large-scale curve data collection through the analytics of different open source data; and (ii) a crash modeling framework was developed to quantify H-curve crash risk. A case study based on a statewide road network was performed to test the developed crash risk models with the collected curve data. The results show the opportunities of using the developed tool for large-scale data collection and analyze the safety impacts of H-curve geometric properties, elevation change, traffic exposure, among others. Findings of this study provide insights into the improvement of H-curve data collection and safety evaluation.
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Affiliation(s)
- Qingyu Ma
- Department of Computational Modeling and Simulation Engineering, Old Dominion University, Norfolk, VA, 23529, United States.
| | - Hong Yang
- Department of Computational Modeling and Simulation Engineering, Old Dominion University, Norfolk, VA, 23529, United States.
| | - Zhenyu Wang
- Department of Computational Modeling and Simulation Engineering, Old Dominion University, Norfolk, VA, 23529, United States.
| | - Kun Xie
- Department of Civil and Environmental Engineering, Old Dominion University, Norfolk, VA, 23529, United States.
| | - Di Yang
- Department of Civil and Urban Engineering, New York University, Brooklyn, NY, 11201, United States.
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Wali B, Khattak AJ, Ahmad N. Examining correlations between motorcyclist's conspicuity, apparel related factors and injury severity score: Evidence from new motorcycle crash causation study. ACCIDENT; ANALYSIS AND PREVENTION 2019; 131:45-62. [PMID: 31233995 DOI: 10.1016/j.aap.2019.04.009] [Citation(s) in RCA: 14] [Impact Index Per Article: 2.8] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 08/16/2018] [Revised: 04/04/2019] [Accepted: 04/15/2019] [Indexed: 06/09/2023]
Abstract
Motorcyclists are vulnerable road users at a particularly high risk of serious injury or death when involved in a crash. In order to evaluate key risk factors in motorcycle crashes, this study quantifies how different "policy-sensitive" factors correlate with injury severity, while controlling for rider and crash specific factors as well as other observed/unobserved factors. The study analyzes data from 321 motorcycle injury crashes from a comprehensive US DOT FHWA's Motorcycle Crash Causation Study (MCCS). These were all non-fatal injury crashes that are representative of the vast majority (82%) of motorcycle crashes. An anatomical injury severity scoring system, termed as Injury Severity Score (ISS), is analyzed providing an overall score by accounting for the possibility of multiple injuries to different body parts of a rider. An ISS ranges from 1 to 75, averaging at 10.32 for this sample (above 9 is considered serious injury), with a spike at 1 (very minor injury). Preliminary cross-tabulation analysis mapped ISS to the Abbreviated Injury Scale (AIS) injury classification and examined the strength of associations between the two. While the study finds a strong correlation between AIS and ISS classification (Kendall's tau of 0.911), significant contrasts are observed in that, when compared to ISS, AIS tends to underestimate the severity of an injury sustained by a rider. For modeling, fixed and random parameter Tobit modeling frameworks were used in a corner-solution setting to account for the left-tail spike in the distribution of ISS and to account for unobserved heterogeneity. The developed random parameters Tobit framework additionally accounts for the interactive effects of key risk factors, allowing for possible correlations among random parameters. A correlated random parameter Tobit model significantly out-performed the uncorrelated random parameter Tobit and fixed parameter Tobit models. While controlling for various other factors, we found that motorcycle-specific shoes and retroreflective upper body clothing correlate with lower ISS on-average by 5.94 and 1.88 units respectively. Riders with only partial helmet coverage on-average sustained more severe injuries, whereas, riders with acceptable helmet fit had lower ISS Methodologically, not only do the individual effects of several key risk factors vary significantly across observations in the form of random parameters, but the interactions between unobserved factors characterizing random parameters significantly influence the injury severity score as well. The implications of the findings are discussed.
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Affiliation(s)
| | | | - Numan Ahmad
- Department of Civil & Environmental Engineering, The University of Tennessee, USA.
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6
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Intelligent decision support to determine the best sensory guardrail locations. Neurocomputing 2019. [DOI: 10.1016/j.neucom.2018.05.139] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Track Full Text] [Journal Information] [Subscribe] [Scholar Register] [Indexed: 11/21/2022]
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Xin C, Wang Z, Lee C, Lin PS, Chen T, Guo R, Lu Q. Development of crash modification factors of horizontal curve design features for single-motorcycle crashes on rural two-lane highways: A matched case-control study. ACCIDENT; ANALYSIS AND PREVENTION 2019; 123:51-59. [PMID: 30465990 DOI: 10.1016/j.aap.2018.11.008] [Citation(s) in RCA: 16] [Impact Index Per Article: 3.2] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 03/22/2018] [Revised: 11/06/2018] [Accepted: 11/09/2018] [Indexed: 06/09/2023]
Abstract
Single-motorcycle crashes are overrepresented on horizontally curved segments of rural, two-lane, undivided (RTU) highways. However, the relationship between single-motorcycle crash risk and the design features of horizontal curves on RTU highways is not well-studied in existing literature. This study aims to quantify the effect of horizontal curve type and radius on the risk of single-motorcycle crashes with a matched case-control study that can address the issues of the low sample mean, aggregation bias, and uncontrolled confounders existing in the traditional cross-sectional study. In the matched case-control study, three matching factors-year, annual average daily traffic (AADT), and segment length-were selected to match controls (RTU segments without crash records) with cases (RTU segments with crash records). A total of 1601 cases and 16,010 matched controls over 11 years (2005-2015) were identified as matched-strata. A conditional logistic model was fitted on the matched-strata data to estimate the crash modification factors (CMFs) of horizontal curve design features for single-motorcycle crashes. The modeling results highlighted the interaction effects between curve type and radius on the risk of single-motorcycle crashes. Sharp (radius ≤ 1500 ft) non-reverse curves were identified as the riskiest curve design for motorcyclists, followed by sharp reverse curves and moderate (1500 ft < radius ≤ 3000 ft) reverse curves. The study also revealed that motorcyclists might take safety-compensation behaviors on sharp curves, narrow shoulders, and poor pavement conditions. Engineering and education countermeasures are suggested for comprehending curve presence and associated risk level, reducing curve entry speed, and improving safety awareness. Finally, the limitations of the study and possible solutions are discussed.
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Affiliation(s)
- Chunfu Xin
- Department of Civil and Environment Engineering, University of South Florida, 4202 E. Fowler Avenue, ENB118, Tampa, FL, 33620, USA.
| | - Zhenyu Wang
- Center for Urban Transportation Research, University of South Florida, 4202 E. Fowler Avenue, CUT100, Tampa, FL, 33620, USA.
| | - Chanyoung Lee
- Center for Urban Transportation Research, University of South Florida, 4202 E. Fowler Avenue, CUT100, Tampa, FL, 33620, USA.
| | - Pei-Sung Lin
- Center for Urban Transportation Research, University of South Florida, 4202 E. Fowler Avenue, CUT100, Tampa, FL, 33620, USA.
| | - Tao Chen
- Key Laboratory of Automotive Transportation Safety Techniques of Ministry of Transport, Chang' an University, 2nd Ring Road South East Section, Xi'an, Shanxi 710064, China.
| | - Rui Guo
- Civil, Environmental, and Construction Engineering, Texas Tech University, 2500 Broadway, Lubbock, TX, 79409, USA.
| | - Qing Lu
- Department of Civil and Environment Engineering, University of South Florida, 4202 E. Fowler Avenue, ENB118, Tampa, FL, 33620, USA.
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Cheng W, Gill GS, Dasu M, Jia X. An empirical evaluation of multivariate spatial crash frequency models. ACCIDENT; ANALYSIS AND PREVENTION 2018; 119:290-306. [PMID: 30092446 DOI: 10.1016/j.aap.2018.07.001] [Citation(s) in RCA: 1] [Impact Index Per Article: 0.2] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 03/28/2018] [Revised: 05/11/2018] [Accepted: 07/01/2018] [Indexed: 06/08/2023]
Abstract
Many studies have employed spatial, temporal, or a combination of both specifications for analysis of roadway crashes at different spatial levels. However, there is lack of a comprehensive study which compares the crash estimation performance of different spatial weight matrices and their combination with various temporal treatments. The current study fills the research gap by comparing different Full Bayesian (FB) multivariate spatiotemporal crash models. The pedestrian and bicyclist crash data across an eight-year period for 58 counties in California were used as a case study. Three groups of models were developed based on temporal treatment, where each group comprised of 17 models differing on the basis of different adjacency- and distance-based spatial weight matrices. The first group of multivariate models incorporated only unstructured random error term and spatially structured conditional autoregressive (CAR) term. The second group built upon the former and introduced a linear time trend to develop a spatiotemporal model, while the third group allowed the interaction of space and time. The predictive performance of the alternate models across and within groups was assessed by employing several evaluation criteria. The modeling results demonstrated the robustness of models based on the similar signs and closeness of coefficients for the posterior estimates of parameters. For overall model comparison, the pure-distance model D0.5 demonstrated the best performance for different evaluation criteria based on training and test errors across three groups. The variability in performance of other distance models suggested that caution must be exercised for the choice of exponents. The correlation analysis revealed the presence of positive correlations among the criteria based on training errors, as well as with cross-validation. However, a very strong positive correlation was observed between the criteria based on effective number of parameters and posterior deviance, indicating that an increased number of parameters may not lead to improved model fit. This finding reinforced the importance of selecting the optimum weight matrix for spatial correlation as a more complex structure may not lead to expected advantages at model performance. For comparison among three groups of different temporal treatments, the third group demonstrated the best performance and conveyed the benefits of incorporating the spatial and temporal interaction. The results from ANOVA (analysis of variance) and HSD (Honest Significant Differences) tests also established the existence of statistical differences for the superiority of space-time interactions models. However, the box and whisker plots demonstrated high variability among the models of the third group, suggesting that some models may not benefit from interaction term. For comparison among adjacency- and distance-based models, the distance-based models were mostly observed to be superior. However, the greater variability of model performance associated with distance-based models suggested for careful consideration during their selection. Additionally, it is important to note that the results observed in this study are specific to the county-level crash data of California. As such, the study does not recommend generalization of the results for extension to other spatial levels of roadway network, and readers and future research studies are advised to exercise caution before implementing the models.
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Affiliation(s)
- Wen Cheng
- Department of Civil Engineering, California State Polytechnic University, Pomona 3801 W. Temple Ave., Pomona, CA 91768, United States.
| | - Gurdiljot Singh Gill
- Department of Civil Engineering, California State Polytechnic University, Pomona 3801 W. Temple Ave., Pomona, CA 91768, United States.
| | - Mohan Dasu
- California Department of Public Health, Sacramento, CA, United States.
| | - Xudong Jia
- Department of Civil Engineering, California State Polytechnic University, Pomona 3801 W. Temple Ave., Pomona, CA 91768, United States.
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Zheng Z, Lu P, Lantz B. Commercial truck crash injury severity analysis using gradient boosting data mining model. JOURNAL OF SAFETY RESEARCH 2018; 65:115-124. [PMID: 29776520 DOI: 10.1016/j.jsr.2018.03.002] [Citation(s) in RCA: 32] [Impact Index Per Article: 5.3] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 09/20/2017] [Revised: 02/08/2018] [Accepted: 03/06/2018] [Indexed: 06/08/2023]
Abstract
INTRODUCTION Truck crashes contribute to a large number of injuries and fatalities. This study seeks to identify the contributing factors affecting truck crash severity using 2010 to 2016 North Dakota and Colorado crash data provided by the Federal Motor Carrier Safety Administration. METHOD To fulfill a gap of previous studies, broad considerations of company and driver characteristics, such as company size and driver's license class, along with vehicle types and crash characteristics are researched. Gradient boosting, a data mining technique, is applied to comprehensively analyze the relationship between crash severities and a set of heterogeneous risk factors. RESULTS Twenty five variables were tested and 22 of them are identified as significant variables contributing to injury severities, however, top 11 variables account for more than 80% of injury forecasting. The relative variable importance analysis is conducted and furthermore marginal effects of all contributing factors are also illustrated in this research. Several factors such as trucking company attributes (e.g., company size), safety inspection values, trucking company commerce status (e.g., interstate or intrastate), time of day, driver's age, first harmful events, and registration condition are found to be significantly associated with crash injury severity. Even though most of the identified contributing factors are significant for all four levels of crash severity, their relative importance and marginal effect are all different. CONCLUSIONS For the first time, trucking company and driver characteristics are proved to have significant impact on truck crash injury severity. Some of the results in this study reinforce previous studies' conclusions. PRACTICAL APPLICATIONS Findings in this study can be helpful for transportation agencies to reduce injury severity, and develop efficient strategies to improve safety.
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Affiliation(s)
- Zijian Zheng
- Upper Great Plain Transportation Institute, North Dakota State University, NDSU Dept 2880 P. O. Box 6050, Fargo, ND 58108-6050, United States.
| | - Pan Lu
- Upper Great Plain Transportation Institute, North Dakota State University, NDSU Dept 2880 P. O. Box 6050, Fargo, ND 58108-6050, United States.
| | - Brenda Lantz
- Upper Great Plain Transportation Institute, North Dakota State University, NDSU Dept 2880 P. O. Box 6050, Fargo, ND 58108-6050, United States.
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Cheng W, Gill GS, Ensch JL, Kwong J, Jia X. Multimodal crash frequency modeling: Multivariate space-time models with alternate spatiotemporal interactions. ACCIDENT; ANALYSIS AND PREVENTION 2018; 113:159-170. [PMID: 29407663 DOI: 10.1016/j.aap.2018.01.034] [Citation(s) in RCA: 3] [Impact Index Per Article: 0.5] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 11/11/2017] [Revised: 01/18/2018] [Accepted: 01/25/2018] [Indexed: 06/07/2023]
Abstract
Enhancement of safety for all transportation mode users plays an essential role in the implementation of multimodal transportation systems. Compared with crash frequency models dedicated to motorized mode users, the use of these models has been considerably scarce in the multimodal literature. To fill this research gap, the authors aimed to develop and evaluate three multivariate space-time models with different temporal trends and spatiotemporal interactions. The model estimates justified the use of mode-varying coefficients for explanatory variables as the impact of these factors varied across different crash modes. Largely, a similar set of influential covariates was generated by the three models which indicate their robustness. However, notable differences were observed from the assessment of evaluation criteria pertaining to predictive accuracy based on criteria assessing the training and test errors. The model with time-varying spatial random effects demonstrated superior performance for training and test errors. However, due to the significant increase in number of effective parameters that were utilized for model development, this model appeared to have the largest value of deviance information criterion (DIC). In terms of the comparison between models based on site ranking performance, the time-varying spatial random effects model demonstrated the best performance in both site consistency and method consistency. In other words, the superiority of the model's predictive performance could be transferred to yield more accurate result at site ranking.
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Affiliation(s)
- Wen Cheng
- Department of Civil Engineering, California State Polytechnic University, Pomona 3801 W. Temple Ave., Pomona, CA 91768, United States.
| | - Gurdiljot Singh Gill
- Department of Civil Engineering, California State Polytechnic University, Pomona 3801 W. Temple Ave., Pomona, CA 91768, United States.
| | - John L Ensch
- Division of Traffic Operations, California Dept. of Transportation, United States.
| | - Jerry Kwong
- Division of Research, Innovation and System Information, Department of Transportation, CA, United States.
| | - Xudong Jia
- Department of Civil Engineering, California State Polytechnic University, Pomona 3801 W. Temple Ave., Pomona, CA 91768, United States.
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Cheng W, Gill GS, Sakrani T, Dasu M, Zhou J. Predicting motorcycle crash injury severity using weather data and alternative Bayesian multivariate crash frequency models. ACCIDENT; ANALYSIS AND PREVENTION 2017; 108:172-180. [PMID: 28888158 DOI: 10.1016/j.aap.2017.08.032] [Citation(s) in RCA: 10] [Impact Index Per Article: 1.4] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 05/04/2017] [Revised: 07/17/2017] [Accepted: 08/29/2017] [Indexed: 06/07/2023]
Abstract
Motorcycle crashes constitute a very high proportion of the overall motor vehicle fatalities in the United States, and many studies have examined the influential factors under various conditions. However, research on the impact of weather conditions on the motorcycle crash severity is not well documented. In this study, we examined the impact of weather conditions on motorcycle crash injuries at four different severity levels using San Francisco motorcycle crash injury data. Five models were developed using Full Bayesian formulation accounting for different correlations commonly seen in crash data and then compared for fitness and performance. Results indicate that the models with serial and severity variations of parameters had superior fit, and the capability of accurate crash prediction. The inferences from the parameter estimates from the five models were: an increase in the air temperature reduced the possibility of a fatal crash but had a reverse impact on crashes of other severity levels; humidity in air was not observed to have a predictable or strong impact on crashes; the occurrence of rainfall decreased the possibility of crashes for all severity levels. Transportation agencies might benefit from the research results to improve road safety by providing motorcyclists with information regarding the risk of certain crash severity levels for special weather conditions.
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Affiliation(s)
- Wen Cheng
- Department of Civil Engineering, California State Polytechnic University, Pomona, 3801 W. Temple Ave., Pomona, CA, 91768, United States.
| | - Gurdiljot Singh Gill
- Department of Civil Engineering, California State Polytechnic University, Pomona, 3801 W. Temple Ave., Pomona, CA, 91768, United States.
| | - Taha Sakrani
- Department of Civil Engineering, California State Polytechnic University, Pomona, 3801 W. Temple Ave., Pomona, CA, 91768, United States.
| | - Mohan Dasu
- California Department of Public Health, Sacramento, CA, 95899-7377, United States.
| | - Jiao Zhou
- Department of Civil Engineering, California State Polytechnic University, Pomona, 3801 W. Temple Ave., Pomona, CA, 91768, United States.
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