Electric Bicyclist Injury Severity during Peak Traffic Periods: A Random-Parameters Approach with Heterogeneity in Means and Variances
Abstract
:1. Introduction
2. Literature Review
2.1. Traffic Safety during Peak Traffic Periods
2.2. Traffic Safety of Electric Bicycles
2.3. Heterogeneity of Crash Models
3. Data Description
4. Methodology
5. Model Estimation Results
5.1. Random Parameters and Heterogeneity Observations
5.2. Driver and Bicyclist Characteristics
5.3. Vehicle Characteristics
5.4. Pre-Crash Vehicle Movement Characteristics
5.5. Roadway and Environmental Characteristics
6. Discussion
7. Conclusions
- A vehicle taking a U-turn ahead of an electric bicycle is less likely to cause severe injuries to the rider. The vehicle turning right further decreases the possibility of electric bicyclists sustaining severe injuries than left-turning because the latter moves in the left lane.
- The heterogeneity observations of poor visibility as a factor influencing injury severity disagree with those of previous studies. High visibility is not an absolute guarantee of less injury. Instead, it may present a potential risk of serious injury during peak periods. Therefore, to improve safety and lower the possibility of severe injuries, road segment control strategies must be modified to address the influence of high visibility during peak traffic hours.
- Amid poor visibility, driving at night without streetlights and driving in areas of traffic control pose a greater risk of electric bicyclist injury.
- There are significant differences between the protective effects of green belts and trees on two-wheelers during peak hours: the former have no significant impact on accident injuries while the latter is found to be the most effective roadside protection.
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
References
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Study | Methodology | Object of Study | Heterogeneity | Key Finding |
---|---|---|---|---|
[17] | Review | / | / | The study proposed to cope with the “excess” peak-hour demand for road space by constructing sufficient public transit facilities and shifting all the “excess” peak-hour demand there. |
[18] | Multinomial logit model | Injury severity | / | In urban areas, crashes happened between 5 a.m. and 8 a.m. Application of the model can reduce the possibility of drivers suffering severe or fatal injuries. |
[21] | Mixed logit model | Injury severity | / | In a single-vehicle model, accidents on rural highways during the busy harvest period may cause non-incapacitating injuries. |
[3] | Mixed logit model | Injury severity | / | Different periods have different contributing factors to each degree of injury severity. |
[7] | Mixed panel multinomial logit model | Traveler choices | √ | Socioeconomic factors, work attributes, and trip characteristics (degree of flexibility) affect the traveler’s response during the peak traffic period. |
[19] | Structural equation model | Vehicle movement | / | Weekday travel influences peak-hour travel more than weekend, and the choice of road and car types have different effects on peak-hour travels. |
[6] | Mixed logit model | Injury severity | √ | Different periods have different impacts on different degrees of injury severity. |
[20] | Negative binomial regression and zero-inflated negative binomial regression | Crash frequency | / | Pedestrians are more likely to be hit by a vehicle if they cross signalized traffic light intersections during peak traffic hours. During the peak period, road segments with more bus stops are more likely to cause collisions between vehicles and pedestrians. |
[5] | Mixed logit model | Injury severity | √ | Crashes occurring during the morning peak hours were found to increase the probability of major injuries in sunny weather, whereas crashes occurring during the evening peak hours were found to increase the probability of major injury in snowy weather. |
Study | Methodology | Unique Factors | Heterogeneity | Key Findings |
---|---|---|---|---|
[22] | Accident reconstruction simulation | Head impact speed, time of head impact, and impact angle of bicyclists with vehicle impact speed, wrap-around distance, and throw-out distance | / | Wrap-around distance, head impact speed, time of head impact, head impact angle, and throw-out distance of bicyclists have a strong relationship with the vehicle impact speed. A higher vehicle impact speed puts the electric bicyclist at a higher risk of injury. |
[23] | Historic prospective study | Population group, hospital resource utilization, discharge disposition, and injured body region | / | Arab children (aged 0–15) and young adults (aged 16–29) are at higher risk of e-bike accidents. E-bikers are at a greater risk of head and lower-extremity injuries. Consequently, they will require surgery, longer hospital stays, and visits to the rehabilitation center. |
[24] | Simple chi-square statistics analysis and logit regression model | Gender, distance cycled/week, bicycle type, participants’ reported cause of accidents | / | Females are more prone to accidents on electric bikes than conventional ones, whereas males are equally prone to accidents on both bikes. |
[10] | Retrospective study | Ethnicity, motorized device, nonmotorized device and type of impact | / | Electric bikes always cause mild injuries, which are mainly superficial wounds and upper- and lower-limb injuries. |
[26] | Retrospective cohort study | Region, oral, and maxillofacial injuries, and hospital resource utilization | / | Electric bikers suffer mainly oral and maxillofacial injuries and pedestrians involved in electric bike crashes, who are mostly children and older people, suffer oral and maxillofacial injuries. |
[25] | Multiple-factor conditional logistic regression | Marital status, electric bike type, and electric bikers’ behavior | / | Multiple-factor conditional logistic regression analysis of e-bike-related traffic crashes identified running red lights, drinking and riding, carrying adults while riding, turning without signaling, riding in the motor vehicle lane, prior crash history, and type of e-bike as possible risk factors for e-bike traffic crashes. |
[14] | Main factor analysis | Collision objects, speed, driving direction, sight obstacle, and riders’ violation | / | Two-wheel electric vehicles are most prone to accidents when turning left. The most common collision object for two-wheel electric-vehicle riders are automobiles. |
[27] | In-depth accident reconstruction and validated finite element model | Stress–strain performance, material of helmet outer shell, landing condition, and velocity of three parts of the human body before head impact | / | Electric bicyclist helmets not offering adequate protection increase the risk of injury. |
[9] | Finite element model | Geometric and mass parameters of bicycle and electric two-wheeler and moving velocities of all parties and their initial relative position | / | The risk of head injury to electric bicyclists increases with the oncoming vehicle velocity. Riders with a larger stature have a higher chance of escaping head impact on the vehicle. In collision with a sedan or an SUV will cause electric bicyclists’ lower head injuries. |
Variable | Mean | Standard Deviation (SD) | Variable | Mean | SD |
---|---|---|---|---|---|
Driver and Bicyclist Characteristics | Roadway and Environmental Characteristics | ||||
Male Vehicle Driver | 0.91 | 0.29 | Time of accident is a weekday | 0.73 | 0.44 |
Male Electric Bicyclist | 0.71 | 0.45 | Roadway location is under traffic control | 0.18 | 0.39 |
Electric Bicyclist Age Group < 18 years | 0.36 | 0.48 | Roadside protection is not provided | 0.60 | 0.49 |
Electric Bicyclist Age Group 18–30 years | 0.33 | 0.47 | Roadside protections are trees | 0.14 | 0.35 |
Electric Bicyclist Age Group 31–40 years | 0.24 | 0.43 | Roadside protections are green belts | 0.13 | 0.34 |
Electric Bicyclist Age Group 41–50 years | 0.07 | 0.25 | Roadside protections are fences | 0.07 | 0.26 |
Electric Bicyclist Age Group > 50 years | 0.01 | 0.11 | Roadside protections are truck escape ramps | 0.05 | 0.22 |
Vehicle Driver Age Group 18–30 years | 0.18 | 0.39 | Roadside protections are protective piers | 0.11 | 0.19 |
Vehicle Driver Age Group 31–40 years | 0.20 | 0.40 | Roadside protections are buffers | 0.38 | 0.14 |
Vehicle Driver Age Group 41–50 years | 0.24 | 0.42 | Road surface condition is rough | 0.99 | 0.11 |
Vehicle Driver Age Group > 50 years | 0.36 | 0.48 | Road surface is dry | 0.89 | 0.31 |
Vehicle Driving Experience 1–5 years | 0.22 | 0.41 | Pavement structure is bituminous | 0.92 | 0.27 |
Vehicle Driving Experience 6–10 years | 0.26 | 0.44 | Crash occurred in road segments | 0.79 | 0.40 |
Vehicle Driving Experience 11–15 years | 0.41 | 0.49 | Road alignment is flat and straight | 0.90 | 0.30 |
Vehicle Driving Experience > 15 years | 0.11 | 0.32 | Road type is general urban road | 0.58 | 0.49 |
Intoxicated | 0.16 | 0.64 | Road type is graded highway | 0.28 | 0.45 |
Vehicle Characteristics | Road type is urban expressway or another urban road | 0.14 | 0.34 | ||
Vehicle Insured | 0.99 | 0.10 | Weather is sunny | 0.78 | 0.41 |
Sedan | 0.74 | 0.44 | Weather is foggy | 0.65 | 0.14 |
Passenger Car | 0.06 | 0.24 | Weather is cloudy | 0.13 | 0.34 |
Truck | 0.18 | 0.38 | Weather is rainy | 0.07 | 0.26 |
Motorcycle | 0.02 | 0.15 | Weather is snowy or covered with hail | 0.01 | 0.11 |
* Abnormal | 0.99 | 0.11 | Visibility is more than 200 m | 0.49 | 0.50 |
Overloaded | 0.02 | 0.13 | Visibility is 100–200 m | 0.23 | 0.42 |
Pre-crash Vehicle Movement Characteristics | Visibility is 50–100 m | 0.20 | 0.40 | ||
Go Straight | 0.76 | 0.42 | Visibility is less than 50 m | 0.09 | 0.28 |
U-turn | 0.02 | 0.16 | Landform is plain | 0.97 | 0.17 |
Turning Left | 0.10 | 0.30 | Lighting condition is daytime | 0.71 | 0.46 |
Turning Right | 0.11 | 0.32 | Lighting condition is ‘streetlight at night’ | 0.20 | 0.40 |
No Braking | 0.23 | 0.14 | Lighting condition is ‘no streetlight at night’ | 0.07 | 0.26 |
Partial Braking | 0.06 | 0.22 | Lighting condition is natural light of dawn or dusk | 0.02 | 0.15 |
Entire Braking | 0.18 | 0.66 | Location of accident is downtown | 0.45 | 0.50 |
Throttle Loose | 0.05 | 0.24 | Construction area | 0.09 | 0.21 |
Variable | Mixed Logit | ||
---|---|---|---|
No Mean–Variance Heterogeneity | Mean Heterogeneity | Mean–Variance Heterogeneity | |
Coefficient (t-Statistic) | Coefficient (t-Statistic) | Coefficient (t-Statistic) | |
Constant [I] | 5.428 ***(8.57) | 5.428 *** (8.57) | 5.473 *** (9.12) |
Constant [I+] | −3.957 *** (−8.62) | −3.957 *** (−7.95) | −3.716 *** (−7.57) |
Constant [I++] | −2.854 *** (−18.47) | −2.854 *** (−18.47) | −2.811 *** (−19.04) |
Driver and Bicyclist Characteristics | |||
Female Electric Bicyclist [I] | −1.228 *** (3.12) | −1.228 *** (3.12) | −1.237 *** (3.04) |
Vehicle Characteristics | |||
Passenger Car [I+] | 0.653 ** (2.46) | 0.653 ** (2.46) | 0.701 ** (2.56) |
Passenger Car [I++] | 1.122 *** (6.08) | 1.125 *** (6.05) | 1.408 *** (4.79) |
Truck [I+] | 1.125 *** (6.58) | 1.196 *** (6.46) | 1.187 *** (6.34) |
Truck [I++] | 1.756 *** (11.78) | 1.833 *** (11.56) | 1.825 *** (10.89) |
Motorcycle [I] | −1.288 *** (−3.56) | −1.455 *** (−4.05) | −1.455 *** (−3.88) |
Pre-crash Vehicle Movement Characteristics | |||
U-turn [I+] | −1.857 *** (−3.07) | −1.946 *** (−4.05) | −2.105 *** (−3.94) |
U-turn [I++] | −1.887 ** (−2.22) | −1.889 ** (−2.44) | −1.890 ** (−2.42) |
Turning Left [I+] | −2.055 *** (−5.02) | −2.277 *** (−4.89) | −2.028 *** (−4.88) |
Turning Left [I++] | −1.588 *** (−4.02) | −1.276 *** (−3.48) | −1.426 *** (−4.02) |
Turning Right [I+] | −1.725 *** (−5.20) | −1.701 *** (−5.16) | −1.770 *** (−6.42) |
Turning Right [I++] | −0.653 ** (−2.12) | −0.653 ** (−2.12) | −0.652 ** (−2.08) |
Roadway and Environmental Characteristics | |||
Traffic Control [I+] | −0.725 *** (−3.22) | −0.728 *** (−3.37) | −0.806 *** (−3.91) |
Roadside Protection Trees [I+] | −0.988 *** (−4.29) | −0.993 *** (−3.43) | −1.021 *** (−3.84) |
Roadside Protection Fences [I+] | −1.428 *** (−4.01) | −1.458 *** (−4.15) | −1.559 *** (−4.15) |
Road Segments [I+] | 2.048 *** (4.26) | 2.125 *** (4.12) | 2.218 *** (4.86) |
Flat and Straight Road Alignment [I+] | −1.701 *** (3.04) | −1.628 *** (3.22) | −1.112 *** (4.07) |
Graded Highway [I+] | 0.480 ** (2.41) | 0.491 ** (2.41) | 0.485 ** (1.95) |
Graded Highway [I++] | 0.855 *** (4.94) | 0.877 *** (4.85) | 0.827 *** (4.88) |
Urban Expressway or another Urban Road [I+] | 0.852 *** (3.97) | 0.565 *** (3.48) | 0.786 *** (4.05) |
Visibility < 50 m [I] | −0.528 ** (−2.42) | −0.701 ** (−2.39) | −0.897 ** (−2.37) |
Streetlights at Night [I+] | 0.398 ** (2.17) | 0.527 ** (2.11) | 0.242 ** (2.19) |
No Lights at Night [I+] | 0.958 ** (2.13) | 0.727 ** (2.34) | 0.672 ** (2.48) |
Downtown Driving [I+] | 1.424 *** (6.12) | 1.486 *** (5.78) | 1.271 *** (6.01) |
Random Parameters (Normal Distribution) | |||
Visibility 50–100 m [I+] | −2.181 ** (−2.25) | −2.117 ** (−2.14) | −2.331 ** (−2.21) |
SD for random parameter | 2.348 ** (2.32) | 2.294 ** (2.14) | 2.581 ** (2.49) |
Visibility 100–200 m [I+] | −1.797 ** (−2.36) | −3.275 ** (−2.32) | −3.127 ** (−2.45) |
SD for random parameter | 2.023 ** (2.24) | 3.946 ** (2.70) | 4.037 ** (3.15) |
Heterogeneity in Means of the Random Parameters | |||
Visibility 100–200 m: Traffic Control [I+] | 1.626 ** (1.95) | 1.418 ** (2.13) | |
Visibility 100–200 m: No Lights at Night [I+] | 3.067 ** (2.05) | ||
Visibility 50–100 m: Road Segments [I+] | −1.347 ** (−2.21) | ||
Heterogeneity in Variances of the Random Parameters | |||
Visibility 100–200 m: Traffic Control [I+] | 0.568 ** (2.01) | ||
Visibility 100–200 m: No Lights at Night [I+] | 0.732 * (1.20) |
Variable | Mixed Logit | ||
---|---|---|---|
No Mean–Variance Heterogeneity | Mean Heterogeneity | Mean–Variance Heterogeneity | |
Driver and Bicyclist Characteristics | |||
Female Electric Bicyclist [I] | −0.0137 | −0.0134 | −0.0255 |
Vehicle Characteristics | |||
Passenger Car [I+] | 0.2711 | 0.2715 | 0.1533 |
Passenger Car [I++] | 0.0238 | 0.0233 | 0.0114 |
Truck [I+] | 0.0347 | 0.0355 | 0.0589 |
Truck [I++] | 0.0433 | 0.0412 | 0.0407 |
Motorcycle [I] | −0.0291 | −0.0344 | −0.0308 |
Pre-crash Vehicle Movement Characteristics | |||
U-turn [I+] | −0.0472 | −0.0564 | −0.0566 |
U-turn [I++] | −0.0085 | −0.0085 | −0.0074 |
Turning Left [I+] | −0.0587 | −0.0592 | −0.0688 |
Turning Left [I++] | −0.0472 | −0.0470 | −0.0481 |
Turning Right [I+] | −0.0905 | −0.1028 | −0.1033 |
Turning Right [I++] | −0.0522 | −0.0623 | −0.0688 |
Roadway and Environmental Characteristics | |||
Traffic Control [I+] | −0.0804 | −0.0910 | −0.0912 |
Roadside Protection Trees [I+] | −0.1228 | −0.1220 | −0.1181 |
Roadside Protection Fences [I+] | −0.0523 | −0.0412 | −0.0404 |
Road Segments [I+] | 0.0805 | 0.0927 | 0.0933 |
Flat and Straight Road Alignment [I+] | −0.0711 | −0.0659 | −0.0783 |
Classified Highway [I+] | 0.0023 | 0.0021 | 0.0133 |
Classified Highway [I++] | 0.0112 | 0.0110 | 0.0129 |
Urban Expressway or another Urban Road [I+] | 0.0291 | 0.0284 | 0.0199 |
Visibility < 50 m [I] | −0.0672 | −0.0665 | −0.0638 |
Streetlights at Night [I+] | 0.1862 | 0.1877 | 0.1928 |
No Lights at Night [I+] | 0.3486 | 0.3522 | 0.3697 |
Downtown Driving [I+] | 0.0632 | 0.0703 | 0.0710 |
Random Parameters (Normal Distribution) | |||
Visibility 50–100 m [I+] | −0.1824 | −0.1810 | −0.1776 |
Visibility 100–200 m [I+] | −0.1791 | −0.1774 | −0.1739 |
Indicators | No Mean–Variance Heterogeneity | Mean Heterogeneity | Mean–Variance Heterogeneity |
---|---|---|---|
Number of Observations | 2141 | 2141 | 2141 |
Log Likelihood with Constants Only | −1947.61 | −1947.61 | −1947.61 |
Log Likelihood at Convergence | −1625.30 | −1611.70 | −1602.48 |
Adjusted McFadden—ρ2 | 0.564 | 0.640 | 0.642 |
Akaike Information Criterion | 3300.7 | 3299.3 | 3153.8 |
Bayesian Information Criterion | 3288.5 | 3397.3 | 3530.7 |
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Zhu, T.; Zhu, Z.; Zhang, J.; Yang, C. Electric Bicyclist Injury Severity during Peak Traffic Periods: A Random-Parameters Approach with Heterogeneity in Means and Variances. Int. J. Environ. Res. Public Health 2021, 18, 11131. https://doi.org/10.3390/ijerph182111131
Zhu T, Zhu Z, Zhang J, Yang C. Electric Bicyclist Injury Severity during Peak Traffic Periods: A Random-Parameters Approach with Heterogeneity in Means and Variances. International Journal of Environmental Research and Public Health. 2021; 18(21):11131. https://doi.org/10.3390/ijerph182111131
Chicago/Turabian StyleZhu, Tong, Zishuo Zhu, Jie Zhang, and Chenxuan Yang. 2021. "Electric Bicyclist Injury Severity during Peak Traffic Periods: A Random-Parameters Approach with Heterogeneity in Means and Variances" International Journal of Environmental Research and Public Health 18, no. 21: 11131. https://doi.org/10.3390/ijerph182111131
APA StyleZhu, T., Zhu, Z., Zhang, J., & Yang, C. (2021). Electric Bicyclist Injury Severity during Peak Traffic Periods: A Random-Parameters Approach with Heterogeneity in Means and Variances. International Journal of Environmental Research and Public Health, 18(21), 11131. https://doi.org/10.3390/ijerph182111131