Road Crash Analysis and Modeling: A Systematic Review of Methods, Data, and Emerging Technologies
Abstract
1. Introduction
1.1. The Critical Role of Data-Driven Safety Analysis
1.2. Research Contributions and Framework
- A comprehensive data quality taxonomy that categorizes quality issues into collection-stage and analysis-stage challenges, providing a structured framework for understanding and addressing data limitations (Section 3).
- A methodological evolution framework that traces the historical development from descriptive crash analysis to sophisticated system-based approaches, demonstrating how traditional statistical methods and emerging AI techniques can be integrated (Section 4).
- Domain-specific intervention synthesis that demonstrates how advanced methodological approaches address real-world safety challenges across infrastructure design, vulnerable road users, and targeted countermeasures (Section 5).
- Evidence-based implementation guidelines that bridge the research–practice gap by translating methodological advances into actionable recommendations for safety management and policy development (Section 6).
- A future-oriented technology roadmap that examines emerging research frontiers in big data analytics, deep learning, real-time prediction systems, and connected/autonomous vehicle safety, identifying pathways for next-generation crash analysis capabilities (Section 7).
2. Methods
2.1. Eligibility Criteria
2.2. Information Sources and Search Strategy
2.3. Selection Process and Data Collection
2.4. Data Items and Study Characteristics
2.5. Risk of Bias Assessment
2.6. Synthesis Methods
2.7. Assessment of Evidence Quality
3. Data Sources and Quality
3.1. Common Sources of Data
3.2. Data Quality Challenges in Crash Analysis
3.3. Data Completeness and Accuracy
3.4. Statistical Challenges in Crash Analysis
3.5. Strategies for Addressing Data Quality Issues
3.5.1. Improving Data Quality at Collection
- Short and Caulfield [14] showed how combining insurance claim data with police and hospital records in Ireland provided a more comprehensive picture of crash incidents.
- Lombardi et al. [24] improved crash injury identification by linking hospital discharge data with state-level crash reports.
- Janstrup et al. [25] demonstrated the benefits of connecting police and medical records for understanding individual crash characteristics.
- Burdett et al. [26] revealed significant discrepancies between law enforcement and medical assessments of injury severity, finding overestimation in 45% to 90% of cases.
3.5.2. Statistical Methods for Addressing Existing Data Issues
4. Methodological Approaches in Crash Research
4.1. Traditional Statistical Foundations
4.2. Advanced Bayesian and Spatial Methods
4.3. Machine Learning and Data Mining Approaches
4.4. Real-Time Prediction and Emerging Technologies
5. Targeted Safety Interventions
5.1. Intersection and Segment-Level Crash Analysis
5.2. Work Zone Safety and Roadway Infrastructure Factors
5.3. Vulnerable Road User Safety
5.4. Large Truck and Commercial Vehicle Safety
5.5. Human Factors, Driver Behavior, and Risk Perception
5.6. ATMSs: Advanced Traffic Management Systems
5.7. Vehicle Features: ABS, AirBags, and ADAS
5.8. Weather, Environmental, and Temporal Factors
6. Applications and Policy Implications
6.1. Evidence-Based Safety Interventions
6.1.1. Legislative and Behavioral Interventions
6.1.2. Infrastructure Modifications and Design Interventions
6.1.3. Vehicle Technology Safety Impacts
6.1.4. Intersection and Traffic Control Interventions
6.1.5. Vulnerable Road User Protection Strategies
6.1.6. Commercial Vehicle Safety Interventions
6.1.7. Environmental and Weather-Related Interventions
6.2. Spatial Analysis and Risk Assessment
6.2.1. Methodological Advances in Spatial Analysis
6.2.2. Applied Risk Assessment and Hotspot Identification
6.3. Safety Performance Functions and Crash Modification Factors
6.4. Economic Analysis, Crash Costs, and Resource Allocation
6.5. Emerging Technology Applications and Connected Vehicle Integration
6.5.1. Autonomous Vehicle Crash Patterns and Safety Implications
6.5.2. Mixed Traffic Flow Dynamics
6.6. Impact of Interventions
7. Emerging Research Areas and Future Directions
7.1. Big Data Analytics and Data Mining Techniques
7.2. Deep Learning and Advanced AI Applications
7.3. Integration of Emerging Data Sources and Technologies
7.4. Real-Time Crash Risk Prediction and Proactive Safety Management
7.5. Safety Implications of Connected and Autonomous Vehicles
8. Conclusions
8.1. Key Methodological Advancements
8.2. Future Research Directions
Author Contributions
Funding
Acknowledgments
Conflicts of Interest
Appendix A. PRISMA 2020 Checklist
Item | PRISMA Element | Status | Location/Comments |
---|---|---|---|
1 | Title | √ | Document title clearly identifies this as a systematic review: “Road Crash Analysis and Modeling: A Systematic Review of Methods, Data, and Emerging Technologies” |
ABSTRACT | |||
2 | Abstract | √ | Abstract Section includes background, objectives, data sources, study selection criteria, data extraction, synthesis methods, results, limitations, conclusions, and funding statement |
INTRODUCTION | |||
3 | Rationale | √ | Section 1, “Introduction”, and Section 1.1 and Section 1.2. Describes importance of crash data analysis, gaps between research and practice, and need for comprehensive methodological review |
4 | Objectives | √ | Section 1.2, “Scope and Objectives”. Clear statement to “systematically examine established and emerging analytical approaches” with dual purposes outlined |
METHODS | |||
5 | Eligibility criteria | √ | Section 2.1, “Eligibility Criteria”. Clear inclusion/exclusion criteria for studies with methodological contributions |
6 | Information sources | √ | Section 2.2, “Information Sources and Search Strategy”. Google Scholar as primary source, citation searching, and rationale for database selection |
7 | Search strategy | √ | Section 2.2. Lists search terms. |
8 | Selection process | √ | Section 2.3, “Selection Process and Data Collection” + PRISMA flow diagram. Clear description of screening process |
9 | Data collection process | √ | Section 2.3 and Section 2.4. Description of data extraction focusing on methodological characteristics |
10 | Data items | √ | Section 2.4, “Data Items and Study Characteristics”. Lists extracted elements: methodological approaches, data sources, and performance metrics |
11 | Study risk of bias assessment | √ | Section 2.5, “Risk of Bias Assessment”. Adapted quality assessment for methodological research |
12 | Effect measures | ∘ | Not applicable for methodological review that does not meta-analyze effect sizes |
13 | Synthesis methods | √ | Section 2.6, “Synthesis Methods”. Description of qualitative and quantitative synthesis approaches |
14 | Reporting bias assessment | ∘ | Limited applicability for methodological reviews vs. intervention studies |
15 | Certainty assessment | √ | Section 2.7 “Assessment of Evidence Quality”. Adapted approach for methodological research |
RESULTS | |||
16 | Study selection | √ | Section 2.4 + PRISMA flow diagram. Study coverage and selection described including exclusion reasons |
17 | Study characteristics | √ | Throughout Section 3, Section 4, Section 5, Section 6 and Section 7, Table 1. Studies characterized by methodology and applications |
18 | Risk of bias in studies | ∘ | Individual study quality assessment not explicitly presented. |
19 | Results of individual studies | ∘ | Throughout Section 3, Section 4, Section 5, Section 6 and Section 7. Focus on methodological contributions rather than effect estimates (appropriate for review type) |
20 | Results of syntheses | √ | Table 1 and Table 2, throughout Results. Synthesis of methodological approaches, applications, and emerging areas |
21 | Reporting biases | ∘ | Briefly acknowledged in Limitations. Less critical to methodological reviews |
22 | Certainty of evidence | √ | Section 4. Assessment of strength of evidence for different methodological approaches |
DISCUSSION | |||
23 | Discussion | √ | Section 8, “Conclusions”. Comprehensive interpretation of findings in road safety research context |
24 | Limitations | √ | Abstract mentions of “methodological heterogeneity” and “geographic bias”. Section 7 discusses research–practice gaps |
25 | Conclusions | √ | Section 7, “Future Research Directions”. Clear conclusions about methodological evolution and future directions |
OTHER INFORMATION | |||
26 | Registration and protocol | √ | Statement added to the beginning of Section 2 that review was not prospectively registered with justification |
27 | Support | √ | Abstract states “This research received no external funding”. Funding section in manuscript template |
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Methodological Approach | Key Characteristics | References |
---|---|---|
Generalized Linear Modeling (GLM) | Identification of three models with varying variables such as exposure, AADT, driveway density, curvature ratio, and roadside hazard rating. Limited to specific road section data; may not generalize to all road types. | [34] |
Full Bayes (FB) hierarchical models | FB models better account for spatial correlation, showing higher accuracy in injury crash prediction compared with negative-binomial models. Complexity in implementing FB models at large scale due to computational demand. It was found that spatial correlation structures like first-order adjacency improve fit and reduce bias in parameter estimates. | [35,36] |
Bayesian multivariate models | Multivariate Poisson lognormal approach enhances precision in crash-frequency estimates across severity levels. May require extensive data to calibrate the model effectively. | [37] |
Multinomial Generalized Poisson (MGP) | MGP model with error components showed superior fit in analyzing crash frequency and severity together. Spatial exogenous-EMGP model best captures spatial dependencies in crash data. Complexity in interpreting factors contributing to both frequency and severity. Model complexity increases with alternative spatial structures. | [38,39] |
Accident modification factors (AMFs) | Curve radius AMFs derived for Texas showed higher crash risks on curves. Variability in intersection data may impact AMF accuracy. | [40] |
Statistical and machine learning methods | Nearest-Neighbor Classification (NNC) had the best predictive performance; K-means clustering improved model performance; latent class clustering lowered NNC performance. Results may vary by method. | [41] |
Spatial–geographic models | Random-parameter negative-binomial (RPNB) and S-GWPR models. S-GWPR model better captures spatial heterogeneity and crash data correlation, improving regional crash modeling; requires high spatial granularity data; and may not apply to broader regions. | [42] |
Statistical modeling | Bivariate negative-binomial spatial models; multilevel models; Full Bayes models; logistic regression; multivariate tobit models; comparative analysis with Generalized Linear Models. | [34,43,44] |
Random-parameter models | Account for heterogeneity; handle unobserved elements; incorporate correlated parameters; use instrumental variables. | [31,45] |
Surrogate safety measures | Traffic conflict techniques; in-vehicle data analysis; kinetic parameters for risk assessment | [46,47] |
Injury severity analysis | Ordered probit models; neural networks; multivariate probit models; flexible econometric structures. | [48,49] |
Real-time risk prediction | Bayesian hierarchical models; temporal–spatial dependencies; weather and geometry factors. | [50,51] |
Connected/autonomous vehicles | HMM prediction methods; time-varying risk maps; real-time assessment. | [52] |
Methodology | Key Contributions and Limitations | References |
---|---|---|
Empirical Bayes (EB) | Contributions: Precise estimation in sparse-data settings; corrects regression-to-mean bias. Limitations: Requires well-calibrated SPFs and overdispersion parameters. | Hauer [113] |
EB for infrastructure assessment | Contributions: Post-reconstruction safety evaluation (Montana); Excel-based implementation. Limitations: Needs three-year aggregated crash counts. | Powers & Carson [114] |
EB methodology validation | Contributions: Demonstration of EB’s superiority in CMF derivation. Limitations: Sensitivity to data quality and underlying EB assumptions. | Persaud & Lyon [115] |
Variable overdispersion | Contributions: Introduction of length-based overdispersion to reduce short-segment bias. Limitations: Breaking of uniform-parameter assumption; more complex calibration. | Hauer [116] |
EB in observational studies | Contributions: Lower prediction errors than alternatives; decade-long assessment. Limitations: Context-specific performance; data-intensive. | Elvik [117] |
Advanced Bayesian methods | Contributions: Comparison of EB vs. Full Bayes; development of condition-specific CMFs. Limitations: Higher computational cost; requirement of richer data. | Park et al. [118] |
Research Area | Key Methodological Contributions and Findings | References |
---|---|---|
Big Data Analytics and Data Mining | Two-stage mining framework integrating 29 mined rules into mixed logit model; identifies seat belt fastening as most critical safety condition; capture of joint effects of risk factors in single-vehicle freeway crashes. | Chiou et al. [65] |
Deep Learning and Advanced AI Applications | Comparative analysis shows simpler models often achieve performance comparable to or better than that of deep models; random forest models are the most effective for crash risk prediction using crowdsourced probe vehicle data. | Huang et al. [127]; Zhang et al. [128] |
Real-Time Crash Risk Prediction | Hybrid LSTM-CNN model with parallel structure captures long-term dependencies and local features; it achieves the highest AUC of 0.93, highest sensitivity and the lowest false alarm rate for urban arterial prediction. | Li et al. [67] |
Connected and Autonomous Vehicle Safety | Survey of 584 U.S. respondents reveals 66–68% expect fewer and less severe crashes; concerns include equipment failure in poor weather (71%), system failures (73%), hacking (68%), and privacy breaches (74%). | Ahmed et al. [123] |
Autonomous Vehicle Crash Pattern Analysis | COOLCAT clustering algorithm identifies six distinct accident clusters from UK STATS19 data; a total of 61.1% of AV-including accidents are rear-end collisions; environmental factors like mixed land use and school proximity influence crash propensity. | Esenturk et al. [129]; Bogg et al. [124] |
Intelligent Connected Vehicle Traffic Flow | Mixed traffic flow analysis shows ICVs improve stability under critical speeds and enhance traffic capacity; stability degrades when critical speed exceeded; critical speed decreases as maximum platoon size increases. | Chang et al. [125] |
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Skaug, L.; Nojoumian, M.; Dang, N.; Yap, A. Road Crash Analysis and Modeling: A Systematic Review of Methods, Data, and Emerging Technologies. Appl. Sci. 2025, 15, 7115. https://doi.org/10.3390/app15137115
Skaug L, Nojoumian M, Dang N, Yap A. Road Crash Analysis and Modeling: A Systematic Review of Methods, Data, and Emerging Technologies. Applied Sciences. 2025; 15(13):7115. https://doi.org/10.3390/app15137115
Chicago/Turabian StyleSkaug, Lars, Mehrdad Nojoumian, Nolan Dang, and Amy Yap. 2025. "Road Crash Analysis and Modeling: A Systematic Review of Methods, Data, and Emerging Technologies" Applied Sciences 15, no. 13: 7115. https://doi.org/10.3390/app15137115
APA StyleSkaug, L., Nojoumian, M., Dang, N., & Yap, A. (2025). Road Crash Analysis and Modeling: A Systematic Review of Methods, Data, and Emerging Technologies. Applied Sciences, 15(13), 7115. https://doi.org/10.3390/app15137115