| Literature DB >> 35500416 |
Xiaomeng Dong1, Kun Xie2, Hong Yang3.
Abstract
Risky driving behaviors such as speeding and failing to signal have been witnessed more frequently during the COVID-19 pandemic, resulting in higher rates of severe crashes. This study aims to investigate how the COVID-19 pandemic impacts the likelihood of severe crashes via changing driving behaviors. Multigroup structural equation modeling (SEM) is used to capture the complex interrelationships between crash injury severity, the context of COVID-19, driving behaviors, and other risk factors for two different groups, i.e., highways and non-highways. The SEM constructs two latent variables, namely aggressiveness and inattentiveness, which are indicated by risk driving behaviors such as speeding, drunk driving, and distraction. One great advantage of SEM is that the measurement of latent variables and interrelationship modeling can be achieved simultaneously in one statistical estimation procedure. Group differences between highways and non-highways are tested using different equality constraints and multigroup SEM with equal regressions can deliver the augmented performance. The smaller severity threshold for the highway group indicates that it is more likely that a crash could involve severe injuries on highways as compared to those on non-highways. Results suggest that aggressiveness and inattentiveness of drivers increased significantly after the outbreak of COVID-19, leading to a higher likelihood of severe crashes. Failing to account for the indirect effect of COVID-19 via changing driving behaviors, the conventional probit model suggests an insignificant impact of COVID-19 on crash severity. Findings of this study provide insights into the effect of changing driving behaviors on safety during disruptive events like COVID-19.Entities:
Keywords: COVID-19; Crash Severity; Risky Driving Behaviors; Safety Analysis; Structural Equation Modeling
Mesh:
Year: 2022 PMID: 35500416 PMCID: PMC9042805 DOI: 10.1016/j.aap.2022.106687
Source DB: PubMed Journal: Accid Anal Prev ISSN: 0001-4575
Fig. 1Compared proportions of severe crashes in April 2019 and April 2020.
Fig. 2Proportions of severe crashes by risky driving behaviors in April 2019 and April 2020.
Descriptions and Descriptive Statistics of Key Variables (N = 7,432 Crashes).
| Variable | Description | Mean | S.D. |
|---|---|---|---|
| Crash severity | 1 for severe injury; 0 for non-severe injury | 0.07 | 0.25 |
| COVID-19 | 1 for post-COVID-19; 0 for pre-COVID-19 | 0.33 | 0.47 |
| Alcohol | 1 for crashes with drivers involving alcohol; 0 for others | 0.05 | 0.23 |
| Distraction | 1 for crashes with distracted drivers; 0 for others | 0.17 | 0.38 |
| Unbelted | 1 for crashes with unbelted drivers; 0 for others | 0.04 | 0.21 |
| Speeding | 1 for crashes caused by speeding; 0 for others | 0.17 | 0.38 |
| Follow closely | 1 for crashes caused by following too closely; 0 for others | 0.26 | 0.44 |
| Turn improperly | 1 for crashes caused by turning improperly; 0 for others | 0.02 | 0.12 |
| Disregard | 1 for crashes caused by driver’s disregard; 0 for others | 0.04 | 0.20 |
| Avoid other objects | 1 for crashes caused by avoiding other objects; 0 for others | 0.03 | 0.18 |
| Improper lane change | 1 for crashes caused by improper lane change; 0 for others | 0.08 | 0.28 |
| Wrong side of road | 1 for crashes caused by wrong side of road; 0 for others | 0.12 | 0.33 |
| Fail to signal | 1 for crashes caused by failure of signaling; 0 for others | 0.25 | 0.43 |
| Fail to stop | 1 for crashes caused by failure of stopping; 0 for others | 0.00 | 0.03 |
| Pass improperly | 1 for crashes caused by improper passing; 0 for others | 0.01 | 0.10 |
| Rear-end | 1 for rear-end crashes; 0 for others | 0.33 | 0.47 |
| Head-on | 1 for head-on crashes; 0 for others | 0.01 | 0.11 |
| Fixed objects | 1 for crashes on fixed objects; 0 for others | 0.26 | 0.44 |
| Angle | 1 for crashes with angle; 0 for others | 0.20 | 0.40 |
| Side swipe | 1 for crashes with side swipe; 0 for others | 0.10 | 0.29 |
| Pedestrian | 1 for crashes involving pedestrians; 0 for others | 0.01 | 0.08 |
| Highway | 1 for crashes occurring on highways; 0 for others | 0.52 | 0.50 |
| Local | 1 for crashes occurring on local ways; 0 for others | 0.14 | 0.35 |
| Dry | 1 for crashes occurring at roads with dry surface; 0 for others | 0.78 | 0.42 |
| Wet | 1 for crashes occurring at roads with wet surface; 0 for others | 0.22 | 0.41 |
| Snowy | 1 for crashes occurring at roads with snowy surface; 0 for others | 0.00 | 0.03 |
| Truck percentage | Sum of percentages of different types of trucks on the road (%) | 5.44 | 5.89 |
| Log (AADT) | Log value of AADT on the specific road where the crash happened | 9.98 | 1.47 |
| Number of the lane | Number of the lane at the crash location | 3.17 | 1.27 |
| Area type | 1 for crashes occurring at urban areas; 0 for others | 0.71 | 0.45 |
| Adverse conditions | 1 for crashes occurring during adverse conditions; 0 for others | 0.20 | 0.40 |
| Daylight | 1 for crashes occurring during the daylight; 0 for others | 0.73 | 0.44 |
| Darkness | 1 for crashes occurring during the darkness; 0 for others | 0.22 | 0.41 |
| Dawn | 1 for crashes occurring during the dawn; 0 for others | 0.05 | 0.22 |
Fig. 3Conceptual path diagram of the proposed SEM.
Statistical Indices of Multigroup Structural Equation Models (SEMs) with Equal Thresholds, Equal Regressions and No Constraint.
| Multigroup Structural Equation Models (SEMs) | |||
|---|---|---|---|
| Equal Thresholds | Equal Regressions | No Constraint | |
| Chi-square | 1582.32 | 1564.23 | 1431.24 |
| Degrees of freedom | 124 | 131 | 60 |
| P-value | 0.000 | 0.000 | 0.000 |
| 0.056 | 0.054 | 0.055 | |
| 0.385 | 0.428 | 0.370 | |
Estimates of parameters in the multigroup SEM with equal regressions.
| Highway | Non-Highway | |||||
|---|---|---|---|---|---|---|
| Estimate | Std. Err | P-value | Estimate | Std. Err | P-value | |
| Measurement Model | ||||||
| Aggressiveness =∼ | ||||||
| Speeding | 1.000 | – | – | 1.000 | – | – |
| Alcohol | 0.361 | 0.112 | 0.001**a | 0.655 | 0.149 | 0.000*** |
| Improper passing | 0.051 | 0.019 | 0.008** | 0.063 | 0.025 | 0.012* |
| Inattentiveness =∼ | ||||||
| Belt | 1.000 | – | – | 1.000 | – | – |
| Distraction | 0.400 | 0.143 | 0.005** | 0.431 | 0.218 | 0.048* |
| Fail to signal | 1.279 | 0.245 | 0.000*** | 1.302 | 0.254 | 0.000*** |
| Structural Model | ||||||
| Aggressiveness ∼ | ||||||
| COVID_19 | 0.023 | 0.008 | 0.002** | 0.023 | 0.008 | 0.001** |
| Inattentiveness ∼ | ||||||
| COVID_19 | 0.015 | 0.004 | 0.000*** | 0.015 | 0.004 | 0.000*** |
| Crash-Severity ∼ | ||||||
| Aggressiveness | 3.598 | 0.670 | 0.000*** | 3.598 | 0.678 | 0.000*** |
| Inattentiveness | 8.123 | 1.132 | 0.000*** | 8.123 | 1.176 | 0.000*** |
| Head-on | 0.883 | 0.152 | 0.000*** | 0.883 | 0.134 | 0.000*** |
| Sideswipe | −0.224 | 0.096 | 0.000*** | −0.224 | 0.096 | 0.018* |
| Pedestrian | 1.298 | 0.184 | 0.000*** | 1.298 | 0.184 | 0.000*** |
| Log (AADT) | −0.121 | 0.022 | 0.000*** | −0.121 | 0.022 | 0.000*** |
| Truck percentage | 0.009 | 0.005 | 0.045* | 0.009 | 0.005 | 0.045* |
| Wet | −0.148 | 0.061 | 0.015** | −0.148 | 0.061 | 0.015** |
| Area type | −0.184 | 0.064 | 0.004** | −0.184 | 0.064 | 0.004** |
| Threshold ( | 0.222 | 0.041 | 0.399 | 0.387 | 0.269 | 0.150 |
Significance levels: * for 0.01 ≤ p-value < 0.05; ** for 0.001 ≤ p-value < 0.01; *** for p-value < 0.001.
Fig. 4Path diagrams of the proposed multigroup SEM with equal regressions (a) for highways and (b) for non-highways. (Numbers near each arrow indicate standardized path coefficients in the original metrics. Asterisks indicate values significantly different from 0: * for 0.01 ≤ p-value < 0.05; ** for 0.001 ≤ p-value < 0.01; *** for p-value < 0.001).
Estimates of the Probit Models.
| Crash Severity | |||
|---|---|---|---|
| Estimate | Std. Err | P-value | |
| 0.009 | 0.053 | 0.857 | |
| Speeding | 0.215 | 0.054 | 0.000*** a |
| Alcohol | 0.418 | 0.082 | 0.000*** |
| Improper passing | 0.275 | 0.213 | 0.197 |
| Belt | 1.192 | 0.076 | 0.000*** |
| Distraction | 0.020 | 0.063 | 0.750 |
| Fail to signal | 0.205 | 0.054 | 0.000*** |
| Head-on | 0.847 | 0.155 | 0.000*** |
| Sideswipe | −0.190 | 0.102 | 0.062 |
| Pedestrian | 1.413 | 0.197 | 0.000*** |
| Log (AADT) | −0.088 | 0.023 | 0.000*** |
| Truck percentage | 0.010 | 0.005 | 0.035* |
| Highway | 0.210 | 0.063 | 0.001*** |
| Wet | −0.221 | 0.065 | 0.001*** |
| Area type | −0.161 | 0.067 | 0.017* |
| 0.995 | 0.190 | 0.000*** | |
a Significance levels: * for 0.01 ≤ p-value < 0.05; ** for 0.001 ≤ p-value < 0.01; *** for p-value < 0.001.
Percentage differences of coefficient estimates of Exogeneous variables of the probit model when compared to the multigroup SEM with equal regressions.
| Crash Severity | |||
|---|---|---|---|
| SEM Estimates | Probit Model Estimates | % Difference | |
| Head-on | 0.883 | 0.847 | −4.25% |
| Sideswipe | −0.224 | −0.190 | −17.89% |
| Pedestrian | 1.298 | 1.413 | 8.14% |
| Log (AADT) | −0.121 | −0.088 | −37.50% |
| Truck percentage | 0.009 | 0.010 | 10.00% |
| Wet | −0.148 | −0.221 | 33.03% |
| Area type | −0.184 | −0.161 | −14.29% |
Fig. 5Comparisons of aggressiveness (a) (b) and inattentiveness (c) (d) before and during the COVID-19 Pandemic. (Cities/countries with the highest aggressiveness and inattentiveness are labeled).