Bus Crash Severity in Hanoi, Vietnam
Abstract
:1. Introduction
2. Literature Review
3. Data and Method
3.1. Data Collection
3.2. Method
4. Results and Discussion
4.1. Descriptive Results
4.2. Factors Associated with the Bus Crash Severity
5. Conclusions
- -
- The results regarding head-on crashes, the absence of the median, and the area of crashes highlight the importance of promoting road conditions in the suburban and rural areas by taking practical measures, such as constructing the median and providing good illumination. This is vital in case the local government desires to extend the coverage of the bus network to attract more travelers in non-urban areas.
- -
- Many pavements are used (illegally) by street vendors and for the parking of motorcycles, leading pedestrians to walk on the roads [36]. This imposes a major threat of collisions between pedestrians and buses. Furthermore, facilities, such as crosswalks close to intersections under the constructing overhead metro lines, are so poor that the lives of pedestrians are in danger when crossing the roads. Accordingly, to limit pedestrian-bus crashes, the authorities should enhance the enforcement of pavements and the quality of facilities for pedestrians. Additionally, they may need to establish traffic lights dedicated to pedestrians and/or overground bridges adjacent to bus stops with high volume and/or in the proximity of metro/BRT stations.
- -
- In connection with the desire to improve service quality, the local transport authorities have an intention of extending working hours through closing bus routes later (around 11 pm instead of 10 pm now). In order to achieve success, this plan should consider solutions to ensure the safety of bus operations at night.
- -
- There is a need to promote the collection of characteristics of bus-involved crashes. In particular, a consistent form of the crash profile should be created and applied widely, thereby allowing a more rigorous and effective evaluation of factors associated with the bus crash severity.
- -
- Reminders of the increased risks of collisions in the case of rain and curved roads should be provided for bus drivers frequently and periodically.
- -
- As current programs and policies focus primarily on general road safety rather than on public transport, it would be essential to formulate bus-specific campaigns to improve bus safety.
Author Contributions
Funding
Institutional Review Board Statement
Acknowledgments
Conflicts of Interest
Appendix A
Variable | VIF | SQRT VIF | Tolerance | T-Squared |
---|---|---|---|---|
Light | 1.10 | 1.05 | 0.9107 | 0.0893 |
Bus capacity | 1.03 | 1.02 | 0.9750 | 0.0250 |
Collision type | 1.08 | 1.04 | 0.9251 | 0.0749 |
Weather | 1.08 | 1.04 | 0.9237 | 0.0763 |
Area | 1.11 | 1.05 | 0.8991 | 0.1009 |
Lane per direction | 1.12 | 1.06 | 0.8907 | 0.1093 |
Road alignment | 1.10 | 1.05 | 0.9128 | 0.0872 |
Collision manner | 1.11 | 1.05 | 0.9047 | 0.0953 |
Traffic density | 1.03 | 1.01 | 0.9735 | 0.0265 |
Road type | 1.01 | 1.00 | 0.9922 | 0.0078 |
Mean VIF | 1.08 |
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Study | Barua and Tay [15] | Sam et al. [17] | Chimba et al. [43] | Rahman et al. [45] | Kaplan and Prato [18] | Prato and Kaplan [19] | Feng et al. [44] | Yoon et al. [46] | Tamakloe et al. [21] |
---|---|---|---|---|---|---|---|---|---|
Research area | Developing countries | Developed countries | |||||||
Bangladesh | Ghana | Florida, US | Alberta, Canada | The US | Denmark | The US | South Korea | South Korea | |
Time period of data | 1998–2005 | 2011–2015 | 2003–2007 | 2000–2007 | 2005–2009 | 2002–2011 | 2006–2010 | 2010–2014 | 2010–2016 |
Sample | 2662 bus crashes | 33,694 bus and mini-bus crashes | 4528 bus crashes | 9485 bus collisions | 2576 bus crashes | 3434 bus crashes | 1380 bus crashes | 27,731 local bus crashes | 2997 express bus crashes |
Method | Ordered probit model | Generalized ordered logit model | Multinomial logit model | Logistic model | Generalized ordered logit model | Generalized ordered logit model | Ordered logit model | Hierarchical ordered probit model | Bivariate copula-based methodology |
Exploratory variable groups | |||||||||
(1) Temporal characteristics | |||||||||
(2) Location and infrastructure characteristics | |||||||||
(3) Service and vehicle characteristics | |||||||||
(4) Traffic characteristics | |||||||||
(5) Crash characteristics | |||||||||
(6) Weather characteristics | |||||||||
(7) Driver characteristics and behaviors | |||||||||
Outcome variable: Crash severity | 4 levels | 4 levels | 3 levels | 2 levels | 5 levels | 4 levels | 3 levels | 4 levels | 4 levels |
Variable | Frequency | % | |
---|---|---|---|
Bus capacity (both standing and seating positions) | Small (under 40 positions) | 73 | 13.8 |
Medium (40–60 positions) | 407 | 76.9 | |
Large (80–90 positions) | 49 | 9.3 | |
Weather | Normal | 314 | 59.4 |
Raining | 215 | 40.6 | |
Light | Day | 247 | 46.7 |
Night with light | 182 | 34.4 | |
Night with no or poor light | 100 | 18.9 | |
Traffic density | Sparse | 61 | 11.5 |
Normal | 267 | 50.5 | |
Dense | 201 | 38.0 | |
Area | Central districts | 277 | 52.4 |
Suburban | 192 | 36.3 | |
Rural | 60 | 11.3 | |
Lane per direction | 1–2 lanes | 405 | 76.6 |
≥3 lanes | 124 | 23.4 | |
Road alignment | Straight | 349 | 66.0 |
Curved | 180 | 34.0 | |
Road type | One way or two ways with physical barrier | 252 | 47.6 |
Two ways without physical barrier | 277 | 52.4 | |
Collision manner | Head-on | 214 | 40.5 |
Side | 133 | 25.1 | |
Rear-end | 182 | 34.4 | |
Collision type | With pedestrians | 33 | 6.2 |
With motorcycles | 291 | 55.0 | |
With other motorized or obstructions | 205 | 38.8 | |
Severity | Minor or damage-only crashes | 320 | 60.5 |
Injured or hospitalized crashes | 165 | 31.2 | |
Fatal crashes | 44 | 8.3 |
No | Variable | Coef. | Std. | p > |z| |
---|---|---|---|---|
1 | Bus capacity (ref = small (Under 40 positions)) | |||
Medium (40–60 positions) | 0.143 | 0.303 | 0.637 | |
Large (80–90 positions) | 0.542 | 0.424 | 0.098 | |
2 | Weather (ref = Normal) | |||
Raining | 0.507 | 0.204 | 0.013 | |
3 | Light (ref = Day) | |||
Night with adequate light | 1.362 | 0.237 | 0.000 | |
Night with no or poor light | 1.602 | 0.277 | 0.000 | |
4 | Traffic density (ref = Sparse) | |||
Normal | −0.486 | 0.302 | 0.088 | |
Dense | −0.710 | 0.321 | 0.027 | |
5 | Area (ref = Central districts) | |||
Suburban | 0.958 | 0.221 | 0.000 | |
Rural | 1.437 | 0.315 | 0.000 | |
6 | Lane per direction (ref = 1–2 lanes) | |||
≥3 lanes | 0.858 | 0.254 | 0.001 | |
7 | Road alignment (ref = Straight) | |||
Curve | 0.325 | 0.211 | 0.095 | |
8 | Road type (ref = One way or two ways with physical barrier) | |||
Two ways without physical barrier | 0.511 | 0.202 | 0.011 | |
9 | Collision manner (ref = Head-on) | |||
Side | −1.462 | 0.291 | 0.000 | |
Rear-end | −0.791 | 0.222 | 0.001 | |
10 | Collision type (ref = With pedestrians) | |||
With motorcycles | −0.589 | 0.405 | 0.096 | |
With other motorized or obstructions | −0.663 | 0.426 | 0.065 | |
/cut1 | 1.121 | 0.564 | ||
/cut2 | 3.676 | 0.588 | ||
Number of observations | 529 | |||
LR chi2(16) | 191.11 | |||
Prob > chi2 | 0.00000 | |||
Pseudo R2 | 0.2066 | |||
Log likelihood | −366.95216 |
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Nguyen, T.C.; Nguyen, M.H.; Armoogum, J.; Ha, T.T. Bus Crash Severity in Hanoi, Vietnam. Safety 2021, 7, 65. https://doi.org/10.3390/safety7030065
Nguyen TC, Nguyen MH, Armoogum J, Ha TT. Bus Crash Severity in Hanoi, Vietnam. Safety. 2021; 7(3):65. https://doi.org/10.3390/safety7030065
Chicago/Turabian StyleNguyen, Thanh Chuong, Minh Hieu Nguyen, Jimmy Armoogum, and Thanh Tung Ha. 2021. "Bus Crash Severity in Hanoi, Vietnam" Safety 7, no. 3: 65. https://doi.org/10.3390/safety7030065
APA StyleNguyen, T. C., Nguyen, M. H., Armoogum, J., & Ha, T. T. (2021). Bus Crash Severity in Hanoi, Vietnam. Safety, 7(3), 65. https://doi.org/10.3390/safety7030065