Urban Traffic Accident Features Investigation to Improve Urban Transportation Infrastructure Sustainability by Integrating GIS and Data Mining Techniques
Abstract
:1. Introduction
2. Methodology
2.1. Data Preparation
2.1.1. Handling Missing Data
2.1.2. Handling Outliers
- For numerical data.
- 2.
- For categorical data.
- (1)
- Due to data entry errors: For example, a part of the data obtained is in uppercase, and another small part is in lowercase, like “car” and “Car”, etc. In this case, the authors normalized the values to the same form to remove outliers.
- (2)
- Due to spelling errors, some samples have different values from the rest. To handle misspelled data, the authors drew a histogram showing the frequency of each value in the entire data. Typically, spelling errors were in low-frequency categories. These errors needed to be corrected before going to the next step.
2.2. Clustering Analysis
2.3. Association Rule Mining (ARM)
2.4. Kernel Density Estimation (KDE)
3. A Case Study Analysis
3.1. Data and Study Field
3.1.1. Field of Study
3.1.2. Research Data
3.2. Analysis Results and Discussions
3.2.1. Cluster Analysis
3.2.2. Association Rule Mining
- Rules for cluster 1
- 2.
- Rules for cluster 2
- 3.
- Rules for cluster 3
- 4.
- Rules for cluster 4
- 5.
- Rules for cluster 5
3.2.3. Determination of Hotspots in Each Cluster
4. Validation of the Results
5. Conclusions, Limitations, Suggestions, and Future Work
5.1. Conclusions
5.2. Limitations
5.3. Suggestions
5.4. Future Works
Author Contributions
Funding
Data Availability Statement
Conflicts of Interest
References
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Variables | Types | Values |
---|---|---|
Vehicle type | Categorical | Bicycle; bus; car; coach; lorry; motorbike; pedestrian; taxi; three-wheeler; tractor; train; truck |
Accident type | Categorical | Angle; collision with fixed object; head-on; out-of-control; pedestrian-train; pedestrian-vehicle; rear-end; reverse; right angle; sideswipe; turning; vehicle-train |
Reason | Categorical | Cross the red light; drunk; forbidden road; interchange; not giving way; not paying attention; over-speed; pedestrian crossing; out-of-control; motorcycle carrying 3 people; overtake illegally; puncture; turning illegally; unsafe distance; unsafe reverse; wrong lane |
Severity index (SI) | Categorical | Moderate; severe; very severe |
Consequence | Categorical | Fatal; injuries; no injuries |
Gender | Categorical | Female; male |
Age | Numerical | 0–15; 16–17; 18–23; 24–29; 30–39; 40–49; 50–59; 60+ |
Crossroad | Categorical | Crossroad with traffic lights; crossroad with priority road; crossroad with right of way; no crossroad |
Populated area | Categorical | Yes; no |
Road type | Categorical | National, provincial road; street; country lane |
Road sort | Categorical | Single roadway; divided roadway |
Speed limit | Numerical | 50 km/h; 60 km/h; 70 km/h; 80 km/h; 90 km/h; 120 km/h |
Surroundings | Categorical | School; hospital; shopping center; recreation center; bus stop; others |
Weekend | Categorical | No (Monday 1 h–Friday 23 h); Yes (Friday 23 h–Monday 1 h) |
Hour | Categorical | Morning (6:00 a.m.–11:59 a.m.); afternoon (12:00 p.m.–17:59 p.m.); evening (18:00 p.m.–23:59 p.m.); night (0:00 a.m.–5:59 a.m.) |
Season | Categorical | Spring; summer; fall; winter |
Road surface | Categorical | Asphalt; concrete cement |
No. of victims | Numerical | 0; 1; 2; 3+ |
Number of Clusters | AIC | Change in AIC | AIC Change Ratio | Distance Measurements Ratio |
---|---|---|---|---|
1 | 72,941.018 | |||
2 | 67,126.050 | −5814.969 | 1.000 | 1.893 |
3 | 64,209.883 | −2916.167 | 0.501 | 1.029 |
4 | 61,386.215 | −2823.668 | 0.486 | 1.277 |
5 | 59,247.404 | −2138.812 | 0.368 | 2.166 |
6 | 58,437.345 | −810.059 | 0.139 | 1.640 |
7 | 58,072.333 | −365.012 | 0.063 | 1.047 |
8 | 57,738.775 | −333.558 | 0.057 | 1.117 |
9 | 57,474.816 | −263.960 | 0.045 | 1.132 |
10 | 57,280.287 | −194.529 | 0.033 | 1.012 |
Variable-Value | Group 1 (%) | Group 2 (%) | Group 3 (%) | Group 4 (%) | Group 5 (%) |
---|---|---|---|---|---|
Road type: national, provincial road | 10 | 90 | 0 | 40 | 75 |
Road type: country lane | 0 | 2 | 92 | 20 | 5 |
Road type: local street | 90 | 8 | 8 | 40 | 20 |
The first user’s 1 kind of vehicle: truck, car | 80 | 60 | 5 | 0 | 5 |
The first user’s kind of vehicle: motorbike | 10 | 30 | 86 | 93 | 82 |
The presence of the second user | 100 | 100 | 100 | 0 | 100 |
Vehicle type of the second user 2: motorbike | 80 | 80 | 89 | 0 | 20 |
Vehicle type of the second user: truck, car | 0 | 5 | 3 | 0 | 70 |
Status of the first user: Fatal | 1 | 2 | 36 | 86 | 90 |
Status of the second user: Fatal | 90 | 87 | 63 | 0 | 2 |
Cluster | TA Type | Size (%) |
---|---|---|
1 | TA between a truck/car and a motorbike on local streets | 22 |
2 | TA between a truck/car and a motorbike on national and provincial roads | 27.8 |
3 | TA between two motorbikes on the country lanes | 12.3 |
4 | Single-vehicle motorbike crashes | 8.8 |
5 | Motorbikes causing accidents on streets, provincial, and national roads | 29.2 |
No | Best Rules | ||||
---|---|---|---|---|---|
1 | Speed limit = 80 km/h, first user = truck, second user = fatal → First user = no injuries | 0.99 | 2.12 | 0.06 | 37.2 |
2 | Single-vehicle crash = motorbike, over-speed → Fatal | 0.94 | 1.76 | 0.05 | 7.2 |
3 | Sparse area, speed limit = 60, first user = motorbike → Fatal | 0.91 | 1.69 | 0.05 | 4.6 |
4 | Dense area, Single-vehicle crash = motorbike → Fatal | 0.9 | 1.68 | 0.06 | 4.46 |
5 | Sparse area, first user = truck, second user = motorbike → Second user = fatal | 0.9 | 1.66 | 0.05 | 4.39 |
6 | Not paying attention, second user = fatal → First user = No injuries | 0.9 | 1.62 | 0.06 | 4.01 |
7 | Consequence 1 = No injuries, Status 2 = Fatal → Gender 1 = Male | 0.97 | 1.05 | 0.02 | 2.31 |
8 | Over-speed, Intersection → SI = Very severe | 0.96 | 1.05 | 0.02 | 2.09 |
9 | Speed limit = 80, Status 2 = Fatal → Gender 1 = Male | 0.96 | 1.04 | 0.02 | 1.93 |
10 | Reason = Over-speed, wrong lane → Gender 1 = Male | 0.95 | 1.03 | 0.01 | 1.36 |
C * | No | Best Rules | ||||
---|---|---|---|---|---|---|
1 | 1 | Hour = Night, Reason = Unsafe distance → Kind = Rear-end | 1 | 3.16 | 0.1 | 8.2 |
2 | Populated area = Yes, Reason = Unsafe distance → SI = Severe | 1 | 1.39 | 0.04 | 3.34 | |
3 | Reason = Unsafe distance → Kind = Rear-end, SI = Severe | 1 | 3.95 | 0.11 | 8. 96 | |
4 | Kind = Sideswipe, Intersection → Reason = Turning illegally | 1 | 6.08 | 0.11 | 8.35 | |
5 | Reason = Turning illegally, Intersection → Kind = Sideswipe | 1 | 6.58 | 0.11 | 8.48 | |
6 | Reason = Turning illegally, SI = Severe → Kind = Sideswipe | 1 | 6.58 | 0.1 | 7.63 | |
7 | Age 1 = 30–39, Kind = Sideswipe, SI = Severe, Intersection → Reason = Turning illegally | 1 | 6.08 | 0.08 | 6.68 | |
8 | Reason = Turning illegally, SI = Severe, Intersection → Kind = Sideswipe | 1 | 6.58 | 0.09 | 6.78 | |
2 | 1 | Hour = Afternoon, Road type = Provincial road → SI = Severe | 0.93 | 1.22 | 0.02 | 1.67 |
2 | Reason = Overtake illegally → SI = Severe | 0.92 | 1.21 | 0.02 | 1.55 | |
3 | Hour = Afternoon, Kind = Head-on → SI = Severe | 0.92 | 1.21 | 0.02 | 1.55 | |
4 | Road type = Provincial road, Age 1 = 30–39 → SI = Severe | 0.92 | 1.21 | 0.02 | 1.55 | |
5 | SI = Very Severe, Age 1 = 30–39 → Road type = National road | 0.92 | 1.37 | 0.03 | 1.98 | |
6 | Populated area = No, Reason = Wrong lane, Kind = Head-on, Road type = Provincial road → SI = Severe | 0.92 | 1.2 | 0.02 | 1.43 | |
7 | Reason = Wrong lane, SI = Severe, Age 1 = 30–39 → Kind = Head-on | 0.92 | 2.56 | 0.06 | 3.85 | |
8 | Reason = Wrong lane, Kind = Head-on, Age 1 = 30–39 → SI = Severe | 0.92 | 1.2 | 0.02 | 1.43 | |
3 | 1 | Hour = Evening, Reason = Wrong lane, SI = Very Severe → Kind = Head-on | 1 | 1.36 | 0.12 | 5.6 |
2 | Reason = Wrong lane, SI = Very Severe, Road type = Country lane → Kind = Head-on | 1 | 1.36 | 0.12 | 5.6 | |
3 | Age 1 = 24–29, Reason = Over-speed → SI = Very Severe | 1 | 1.36 | 0.05 | 2.4 | |
4 | Reason = Wrong lane, SI = Very Severe → Kind = Head-on | 1 | 1.36 | 0.12 | 5.6 | |
5 | Reason = Wrong lane, SI = Very Severe → Kind = Head-on, Road type = Country lane | 1 | 1.36 | 0.12 | 5.6 | |
6 | Intersection, Kind = Head-on, SI = Severe → Reason = Wrong lane | 1 | 1.5 | 0.04 | 2 | |
7 | Reason = Overs-peed, Kind = Head-on → SI = Very Severe | 1 | 1.36 | 0.04 | 1.6 | |
8 | Populated area = No, Reason = Wrong lane → Kind = Head-on | 0.9 | 1.23 | 0.11 | 2 | |
4 | 1 | Populated area = Yes, Kind = Out-of-control, SI = Severe → Reason = Over-speed | 1 | 1.05 | 0.02 | 1.26 |
2 | Hour = Night, SI = Severe → Reason = Over-speed | 1 | 1.05 | 0.01 | 0.91 | |
3 | SI = Severe → Reason = Over-speed | 0.98 | 1.02 | 0.02 | 1.04 | |
4 | Hour = Night → Reason = Over-speed | 0.97 | 1.01 | 0.01 | 0.7 | |
5 | Dense area, Age 1 = 24–29 → Reason = Over-speed | 0.96 | 1.01 | 0 | 0.59 | |
6 | Hour = Evening → Reason = Over-speed | 1 | 1.05 | 0.01 | 0.61 | |
7 | Hour = Night, Age 1 = 24–29 → Reason = Over-speed | 1 | 1.05 | 0.01 | 0.7 | |
8 | SI = Severe, Age 1 = 24–29 → Reason = Over-speed | 1 | 1.05 | 0.01 | 0.7 | |
5 | 1 | Hour = Afternoon, Kind = Head-on, SI = Severe, Road type = National road → Reason = Wrong lane | 0.9 | 2.51 | 0.08 | 4.48 |
2 | Age 1 = 30–39, Reason = Wrong lane, SI = Severe, Road type = National road → Kind = Head-on | 0.9 | 2.89 | 0.08 | 4.81 | |
3 | Age 1 = 30–39, Reason = Wrong lane, Road type = National road → Populated area = No | 0.97 | 1.56 | 0.07 | 5.51 | |
4 | Reason = Wrong lane, Road type = National road, Speed limit = 80 → Populated area = No | 0.96 | 1.55 | 0.06 | 4.94 | |
5 | Reason = Wrong lane, Kind = Head-on, Road type = National road → Populated area = No | 0.96 | 1.55 | 0.05 | 4.56 | |
6 | Intersection, Kind = Head-on, Road type = National road, Speed limit = 80, Populated area = No → Reason = Wrong lane | 0.96 | 2.66 | 0.09 | 7.36 | |
7 | Kind = Head-on, Road type = National road → Populated area = No | 0.93 | 1.5 | 0.06 | 3.67 | |
8 | Hour = Night, Populated area = Yes → SI = Severe | 0.96 | 1.22 | 0.03 | 2.45 |
C * | TA Type | TA Kind | Main Reasons | Time | Area | Suggestion |
---|---|---|---|---|---|---|
1 | TA between a truck/car and a motorbike on local streets | Sideswipe, Rear-end | Unsafe distance, turning illegally, (Age1 = 30–39) | Night | Densely | Law enforcement, education, engineering improvement. |
2 | TA between a truck/car and a motorbike on national and provincial roads | Head-on | Overtake illegally, wrong lane (Age1 = 30–39) | Afternoon | Sparely | Removing illegal intersections or adding the roadway with side security precautions including pedestrian crossings, median strips, lighting, and speed limit signs. |
3 | TA between two motorbikes on the country lanes | Head-on | Wrong lane, Over-speed (Age1 = 24–29) | Evening | Sparely | Law enforcement, education, engineering improvement, improving road surface. |
4 | Single-vehicle motorbike crashes | Out of control | Over-speed, out of control, limited visibility (Age1 = 24–29) | Evening, night | Densely | Law enforcement, education, engineering improvement. |
5 | Motorbikes causing accidents on streets, provincial, and national roads | Head-on | Wrong lane, high-speed limit (Age1 = 30–39) | Afternoon, night | Sparely, Densely | Law enforcement, speed limit signs. Removing illegal intersections or adding the roadway with side security precautions including pedestrian crossings, median strips, lighting, and speed limit signs. |
Factors | Chi-Square Tests | Outputs |
---|---|---|
SI and time intervals of the day | p < 0.05 | The test is significant. The test indicates that there is a significant relationship between SI and time intervals of day. Severe crashes often occurred afternoon (8.9%), evening (14.9%), and night (5.8%) while morning (5.0%). |
SI and the age of the first user | p < 0.05 | The test is significant. The test indicates that there is a significant relationship between SI and the age of the first user. Severe crashes often occurred in groups 24–29 (9.5%) and 30–39 (10.5%), higher than others. |
SI and reasons | p < 0.05 | The test is significant. The test indicates that there is a significant relationship between SI and reasons. Severe crashes often occurred in accordance with over-speed (12.1%), wrong lane (9.3%), no paying attention (6.2%), higher than others. |
SI and the vehicle of the first user | p < 0.05 | The test is significant. The test indicates that there is a significant relationship between SI and the vehicle of the first user. Severe crashes often occurred in accordance with motorbikes (30%) trucks (23.3%), and cars (8.7%), higher than others. |
SI and the vehicle of the second user | p < 0.05 | The test is significant. Severe crashes often occurred in accordance with motorbikes (27.7%) and trucks (14.9%), higher than others. |
SI and accident-type | p < 0.05 | The test is significant. Severe crashes often occurred in accordance with head-on (10%), angle (7.3%), rear-end (7.3%), higher than others. |
SI and populated area | p < 0.05 | The test is significant. Severe crashes often occurred in accordance with sparely populated areas (suburbs) (22.4%), higher than others. |
SI and speed limit | p < 0.05 | The test is significant. Severe crashes often occurred at higher speed limits (25.8%). |
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Le, K.G.; Tran, Q.H.; Do, V.M. Urban Traffic Accident Features Investigation to Improve Urban Transportation Infrastructure Sustainability by Integrating GIS and Data Mining Techniques. Sustainability 2024, 16, 107. https://doi.org/10.3390/su16010107
Le KG, Tran QH, Do VM. Urban Traffic Accident Features Investigation to Improve Urban Transportation Infrastructure Sustainability by Integrating GIS and Data Mining Techniques. Sustainability. 2024; 16(1):107. https://doi.org/10.3390/su16010107
Chicago/Turabian StyleLe, Khanh Giang, Quang Hoc Tran, and Van Manh Do. 2024. "Urban Traffic Accident Features Investigation to Improve Urban Transportation Infrastructure Sustainability by Integrating GIS and Data Mining Techniques" Sustainability 16, no. 1: 107. https://doi.org/10.3390/su16010107
APA StyleLe, K. G., Tran, Q. H., & Do, V. M. (2024). Urban Traffic Accident Features Investigation to Improve Urban Transportation Infrastructure Sustainability by Integrating GIS and Data Mining Techniques. Sustainability, 16(1), 107. https://doi.org/10.3390/su16010107