Multiregional Forecasting of Traffic Accidents Using Prophet Models with Statistical Residual Validation
Abstract
1. Introduction
2. Background
3. Methodology
3.1. Relevance Phase and PRISMA-Based Literature Review (2020–2025)
3.1.1. Problem Identification
3.1.2. Proposed Solution
- Capture long-term trends and structural changes in provincial accident series;
- Quantify forecast uncertainty through probabilistic confidence intervals;
- Enable comparative risk assessment across provinces; and
- Support proactive road safety policy formulation and resource allocation.
3.1.3. Systematic Literature Review (PRISMA)
- Identification: Searches were conducted in Scopus, Web of Science, IEEE Xplore, and Google Scholar using combinations of the keywords “Prophet”, “time series forecasting”,“traffic accident prediction”, “road safety modeling”, and “spatio-temporal analysis”.
- Screening: Duplicates were removed, and titles and abstracts were screened to exclude studies unrelated to traffic safety, forecasting, or predictive modeling.
- Eligibility: Full-text articles were assessed based on methodological rigor, use of time-series or machine learning approaches, and relevance to accident prediction or mobility risk analysis.
- Inclusion: Only studies presenting validated forecasting models or empirical evaluations of accident dynamics were retained for synthesis.
3.2. Design Phase: Prophet Implementation Through CRISP-DM
- Data Understanding and Preparation: Historical traffic accident records were aggregated at a monthly frequency for each of Ecuador’s 24 provinces, yielding a balanced panel of 27,648 observations spanning January 2014 to December 2025. Data preprocessing included consistency checks, handling of missing observations, temporal alignment, and the identification of extreme values. Given the count-based nature of the data, no transformations were applied that could distort interpretability.
- Exploratory Data Analysis (EDA):Exploratory analyses were conducted to identify long-term trends, abrupt structural breaks, and interprovincial heterogeneity. Visualization of historical trajectories confirmed the strong concentration of accidents in metropolitan provinces and revealed multiple regime changes associated with exogenous shocks (e.g., 2020 mobility restrictions).
- Feature Derivation and Model Structure: Prophet models the observed time series using an additive decomposition:where represents the non-linear trend component, captures seasonal effects, accounts for the impact of irregular events or structural changes, and denotes the residual error term.The trend component is specified as a piecewise linear function with automatic changepoint detection:where k is the initial growth rate, m the offset, an indicator vector for changepoints, and and represent adjustments to the slope and intercept, respectively.Seasonal effects are modeled using a truncated Fourier series:where P denotes the seasonal period (annual seasonality for monthly data) and N controls seasonal flexibility.Although Prophet allows the explicit inclusion of holiday and event regressors, pandemic-related mobility restrictions were not modeled as exogenous indicators in the present implementation. This limitation may partially explain residual volatility around 2020–2021. Future extensions will incorporate national-level shock indicators to explicitly capture major policy interventions and systemic mobility disruptions.Future extensions of the proposed framework will incorporate provincial-level exogenous covariates, including climatic indicators, road infrastructure quality indices, vehicle fleet growth rates, and macroeconomic variables such as GDP. The integration of these factors is expected to improve predictive accuracy in volatile provinces such as Esmeraldas, where environmental and logistical conditions play a dominant role in accident dynamics.
- Predictive Modeling: A separate Prophet model was calibrated for each province to preserve local temporal dynamics. The forecasting horizon was set to 24 months. Changepoint prior scales were adjusted in provinces exhibiting high volatility or abrupt regime shifts to prevent overfitting while retaining sensitivity to structural changes.
- Model Evaluation: Forecast accuracy was evaluated using two complementary metrics. The Mean Absolute Percentage Error (MAPE) was computed as:where denotes the observed value and the forecasted value at time t.To benchmark performance against a naïve seasonal model, the Mean Absolute Scaled Error (MASE) was calculated as:where m represents the seasonal period. Values of indicate superior performance relative to the benchmark.To ensure robust out-of-sample evaluation, a fixed hold-out validation scheme was adopted. For each province, the last 24 months of observations were reserved as a test set, while all previous data were used for model training. Forecast accuracy metrics (MAPE and MASE) were computed exclusively on this out-of-sample period. This design ensures consistency across provinces and reduces the risk of optimistic bias associated with in-sample evaluation.
- Visualization: Province-level diagnostic dashboards were generated, integrating historical observations, decomposed components (, , and residuals), and forecast trajectories with uncertainty intervals. Additionally, spatio-temporal heatmaps were produced to visualize forecasted accident intensity across provinces and to identify emerging risk clusters over the prediction horizon.
3.3. Rigor Phase: Statistical Validation and Residual Analysis
- Residual Normality: The normality of model residuals was assessed using the Shapiro–Wilk test, which is particularly suitable for moderate sample sizes and sensitive to deviations caused by skewness or heavy tails. For a set of residuals sorted in ascending order, the test statistic is defined as:where denotes the i-th order statistic, is the sample mean of the residuals, and the coefficients are derived from the expected values and covariance matrix of order statistics from a normal distribution. A low p-value indicates a rejection of the normality assumption, often observed in provinces with sparse counts or extreme events.
- Residual Independence: Temporal independence of residuals was evaluated using the Ljung–Box test, which assesses whether a group of autocorrelations differs significantly from zero. The test statistic is given by:where n is the number of observations, h is the number of lags considered, and is the sample autocorrelation at lag k. Under the null hypothesis of no serial correlation, Q follows a distribution with h degrees of freedom. Failure to reject the null hypothesis indicates that the model has adequately captured the temporal dependence structure of the series.
- Uncertainty Calibration: The calibration of forecast uncertainty was evaluated exclusively on the out-of-sample test period to avoid artificially inflated coverage levels. Prophet’s prediction intervals were constructed using posterior predictive sampling, incorporating uncertainty from the trend, seasonality, and observation noise components.In addition to empirical coverage, interval width was monitored as a complementary indicator of forecast sharpness. High coverage values were interpreted jointly with interval amplitude to distinguish between well-calibrated uncertainty and excessively conservative prediction bands.where is the observed value at time t, denotes the lower and upper bounds of the 95% predictive interval, and is the indicator function. Coverage values below the nominal level indicate underestimation of uncertainty, whereas values substantially above 95% suggest overly conservative intervals.
4. Results
4.1. Dataset Description and Scope of Analysis
4.2. Historical Distribution and Temporal Trends of Traffic Accidents by Province
Provincial Risk Regimes: High-Burden, Low-Count and Emerging-Risk Provinces
4.3. Spatial Distribution of Traffic Accidents by Province and Cause
4.4. Predictive Performance of the Prophet Model
4.5. Confidence Interval Coverage Analysis
4.6. Forecasted Trends and Heterogeneous Risk Classification
4.7. Aggregated Forecast Results and Model Performance
4.8. Dominant Causes and Integrated Policy Synthesis
Targeted Policy Recommendations Based on Forecast Evidence
- Cotopaxi and Santo Domingo: Install automated speed enforcement systems and strengthen highway patrol coverage, given projected annual growth rates exceeding 49%.
- Loja and Esmeraldas: Implement targeted driver education programs and infrastructure safety audits addressing loss-of-control crashes and pedestrian vulnerability.
- Guayas and Pichincha: Expand pedestrian crossings, traffic calming zones, and red-light camera enforcement in high-density urban corridors where pedestrian crashes dominate.
- Santa Elena and Zamora Chinchipe: Maintain preventive monitoring programs and consolidate recent safety gains through low-cost enforcement and awareness campaigns.
5. Discussion
Future Work and Emerging Transport Technologies
6. Conclusions
Author Contributions
Funding
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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| Indicator | Value |
|---|---|
| Total records | 27,648 |
| Analyzed provinces | 24 |
| Study period | January 2014–December 2025 |
| Temporal frequency | Monthly |
| Total historical accidents | >260,000 (approx.) |
| Forecast horizon | 24 months |
| Province | Historical Total | Monthly Average |
|---|---|---|
| Guayas | 92,718 | 643.9 |
| Pichincha | 86,267 | 599.1 |
| Manabí | 16,460 | 114.3 |
| Azuay | 14,646 | 101.7 |
| Tungurahua | 14,606 | 101.4 |
| Province | Historical Total | Monthly Average |
|---|---|---|
| Galápagos | 73 | 0.5 |
| Sucumbíos | 709 | 4.9 |
| Pastaza | 793 | 5.5 |
| Napo | 893 | 6.2 |
| Orellana | 983 | 6.8 |
| Province | MAPE (%) | Forecast Quality |
|---|---|---|
| Tungurahua | 10.9 | Excellent |
| Zamora Chinchipe | 15.0 | Very good |
| Chimborazo | 18.1 | Good |
| Santa Elena | 20.9 | Good |
| Pichincha | 21.3 | Good |
| Province | MAPE (%) | Diagnostic Assessment |
|---|---|---|
| Esmeraldas | 118.8 | Highly unstable |
| Azuay | 98.1 | High uncertainty |
| Carchi | 76.1 | Highly volatile |
| Pastaza | 74.0 | Low signal strength |
| Loja | 64.3 | Changing trend |
| Coverage Status | Provinces |
|---|---|
| Adequate (>=90%) | Tungurahua, Chimborazo, Pichincha, Santa Elena |
| Underestimated | Azuay, Loja, Los Ríos, Esmeraldas |
| Overestimated | Carchi, Cotopaxi, Galápagos |
| Trend Category | Representative Provinces |
|---|---|
| Strongly decreasing | Guayas, Pichincha, Manabí, Azuay |
| Stable | Santa Elena, Zamora Chinchipe |
| Moderately increasing | Loja, Esmeraldas |
| Strongly increasing | Cotopaxi, Santo Domingo |
| Province | Annual Change | Rationale for Priority |
|---|---|---|
| Cotopaxi | +49.6% | Sustained high growth rate |
| Santo Domingo | +50.6% | Rapid acceleration in projected incidence |
| Loja | +16.1% | Consistent upward trend |
| Esmeraldas | +19.3% | High forecast variability and increase |
| Province | Forecasted Accidents |
|---|---|
| Guayas | 11,898 |
| Pichincha | 7620 |
| Santo Domingo | 2742 |
| Manabí | 2043 |
| Los Ríos | 1688 |
| Azuay | 1608 |
| Loja | 1376 |
| Tungurahua | 1206 |
| Santa Elena | 1057 |
| Cotopaxi | 956 |
| Performance Category | Provinces |
|---|---|
| Outperforms benchmark (MASE < 1) | 17 provinces (70.8%) |
| Underperforms benchmark (MASE ≥ 1) | Azuay, Loja, Cotopaxi, Guayas |
| Dominant Cause | Provinces Most Affected |
|---|---|
| Vehicle collisions | Guayas, Pichincha, Manabí |
| Pedestrian accidents | Guayas, Pichincha, Azuay |
| Loss of vehicle control | Azuay, Tungurahua, Loja |
| Rollovers | Amazonian provinces (e.g., Morona Santiago, Napo) |
| Aspect | Key Finding/Implication |
|---|---|
| Critical provinces | Guayas, Pichincha, Santo Domingo (highest absolute burden and sustained high incidence) |
| Emerging risk provinces | Cotopaxi, Loja (strong or consistent upward forecast trends) |
| Stable/low-risk provinces | Santa Elena, Zamora Chinchipe (consistently low or stable projections) |
| Model utility | High for strategic, province-level planning; caution required in highly volatile series |
| Principal forecast risk | Potential underestimation of uncertainty in rapidly growing or unstable contexts |
| Recommended focus | Targeted interventions in high-burden areas; preventive measures in emerging hotspots |
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Sayago-Heredia, J.; Landivar, T.E.; Vásconez, R.; Chango-Sailema, W. Multiregional Forecasting of Traffic Accidents Using Prophet Models with Statistical Residual Validation. Computation 2026, 14, 78. https://doi.org/10.3390/computation14040078
Sayago-Heredia J, Landivar TE, Vásconez R, Chango-Sailema W. Multiregional Forecasting of Traffic Accidents Using Prophet Models with Statistical Residual Validation. Computation. 2026; 14(4):78. https://doi.org/10.3390/computation14040078
Chicago/Turabian StyleSayago-Heredia, Jaime, Tatiana Elizabeth Landivar, Roberto Vásconez, and Wilson Chango-Sailema. 2026. "Multiregional Forecasting of Traffic Accidents Using Prophet Models with Statistical Residual Validation" Computation 14, no. 4: 78. https://doi.org/10.3390/computation14040078
APA StyleSayago-Heredia, J., Landivar, T. E., Vásconez, R., & Chango-Sailema, W. (2026). Multiregional Forecasting of Traffic Accidents Using Prophet Models with Statistical Residual Validation. Computation, 14(4), 78. https://doi.org/10.3390/computation14040078

