Structured Risk Identification for Sustainable Safety in Mixed Autonomous Traffic: A Layered Data-Driven Approach
Abstract
1. Introduction
2. Literature Review
2.1. Literature on Accident Factors in Mixed Traffic with Autonomous Vehicles
2.2. Literature on Survey Items for Autonomous Vehicle Accidents
2.3. Literature on Autonomous Vehicle Risk Scenarios
2.4. Literature on Traffic Safety-Related Indicators in Mixed Traffic with Autonomous Vehicles
2.5. Literature on High-Risk Situation Prediction Models in Mixed Traffic with Autonomous Vehicles
2.6. Research Differentiation
3. Methodology
3.1. Overall Research Flow
3.2. Meta-Analysis Methodology
3.3. AHP (Analytic Hierarchy Process) Methodology
3.4. Average Ranking Analysis Methodology
4. Results
4.1. Identification of High-Risk Factors
4.1.1. Existing Literature-Based Meta-Analysis
4.1.2. Accident History Data Analysis
- is the injury rate in Category .
- is the total number of serious (injured) people in Category .
- is the total number of fatalities in Category .
- is the total number of injuries across all accidents.
4.1.3. Accident Video Data Analysis
4.1.4. Autonomous Vehicle Driving Video Data Analysis
4.1.5. Expert Seminar
4.2. Layer-Based Reclassification
- (1)
- Road facilities: Physical structures and equipment installed for road safety and efficiency (e.g., lighting facilities, road alignment, and road grades), which are basic infrastructure that corresponds to the background conditions of accidents.
- (2)
- Variable and temporary facilities: Facilities with operation modes that vary over time or situation (e.g., variable lanes and construction zones), representing dynamic risk factors that complicate prediction.
- (3)
- Traffic flow characteristics: Aggregate movement patterns of vehicles on the road, including density, speed, conflicts, and bottlenecks. These act as key indicators of persistent risk levels.
- (4)
- Environmental variables: External conditions, such as weather, time, and road surface condition, which are directly related to driving stability by affecting vehicle sensor performance or drivers’ view.
- (5)
- Moving objects: Road users, including vehicles, pedestrians, and bicycles, and their behaviors (e.g., lane changes, signal violations, and inter-vehicle distance), which directly contribute to hazardous conditions.
- (6)
- Digital: Digital-based elements (e.g., perception, decision, and communication systems related to autonomous driving functions), including inherent technological risks, such as sensor malfunctions and cyberattacks.
4.3. AHP Analysis Design and Execution
4.4. High-Risk Indicator Design and Prediction Framework Conceptualization
4.4.1. Identification of High-Risk Indicators
4.4.2. Proposal of a High-Risk Situation Prediction Framework in Mixed Traffic with Autonomous Vehicles
- Input: The representative high-risk indicators identified through the AHP and expert consultation (e.g., accident frequency, conflict rate, stopping rate, weather conditions, inter-vehicle distance, and perception error)
- Process: Forecasting indicator values over time using time-series algorithms (e.g., LSTM (long short-term memory)).
- Output: Calculating the risk index for road segments or autonomous vehicles based on the predicted indicator values.
5. Discussion
6. Conclusions
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
Appendix A
Layer | High-Risk Factors | Literature Review | Expert Consultation | Historical Accident Data | Video-Based Accident Data | |||
---|---|---|---|---|---|---|---|---|
Police Accident Data (CV) | CA DMV Collision Report (AV) | Accident Video (CV) | Accident Video (AV) | Driving Video (AV) | ||||
Road facilities | Underpass | o | ||||||
ramp on/off | o | o | ||||||
Single roadway | o | |||||||
intersection | o | o | o | o | o | o | ||
tunnel | o | |||||||
Roundabout | o | |||||||
Road lighting | o | |||||||
Expressway/Highway | o | |||||||
Road structure/facility | o | o | o | |||||
# of lanes | o | o | ||||||
Variable and temporary facilities | Bus-only lane | o | o | |||||
variable lane | o | |||||||
High-accident zone | o | |||||||
Construction zone | o | |||||||
Traffic flow characteristics | Traffic conflict | o | ||||||
dilemma zone | o | |||||||
Vehicle type distribution | o | o | ||||||
Bottleneck point | o | |||||||
Emergency vehicle | ||||||||
Stop-and-go traffic | o | |||||||
Environmental variable | Nighttime | o | o | o | ||||
Daytime | o | o | ||||||
Fog | o | o | ||||||
Cloudy | o | o | o | |||||
Wet/Moist Surface | o | |||||||
Clear | o | o | o | o | ||||
Dry | o | |||||||
Rain/Snow | o | o | ||||||
Moving objects | Lane change | o | o | |||||
Sudden stop | o | o | o | o | ||||
Right turn | o | o | ||||||
Left turn | o | o | ||||||
Moving straight | o | o | o | o | ||||
Pedestrian | o | o | o | o | ||||
Truck | o | o | ||||||
Passenger Car | o | o | ||||||
Van | o | o | ||||||
Bicycle | o | o | ||||||
Motorcycle | o | o | ||||||
On-road parking | o | o | ||||||
On-road stopping | o | o | o | |||||
Inter-vehicle distance | o | |||||||
Centerline violation | o | o | ||||||
Signal violation | o | o | o | |||||
Drunk driving | o | |||||||
Signal waiting | ||||||||
Driver in attention | o | o | o | |||||
Digital | Perception error | o | o | |||||
Decision error | o | |||||||
Control error | o | |||||||
DDT fallback | o | |||||||
In-vehicle/V2X communication | o | |||||||
Hacking | o | |||||||
Cyberattack | o |
Appendix B
Layer | High-Risk Indicators | Definition |
---|---|---|
Road facilities | Presence of intersection | Indicates whether an intersection is present in the road segment. |
Presence of a crosswalk | Indicates whether a pedestrian crosswalk exists in the area. | |
Intersection type | Specifies the type of intersection, such as T-junction or four-way. | |
Presence of on/off-ramp | Indicates the presence of highway or expressway access ramps. | |
Speed limit | Maximum legal speed allowed on the road segment. | |
Lane count | Number of lanes in the road segment. | |
Presence of roundabout | Indicates whether a roundabout is present in the segment. | |
Presence of underpass (road) | Indicates whether the segment includes an underpass. | |
Underpass (road) length | Length of the road underpass in meters. | |
Presence of tunnel | Indicates whether a tunnel is present on the road segment. | |
Tunnel length | Length of the tunnel in meters. | |
Variable and temporary facilities | Presence of road obstacles | Indicates whether any obstacles are present on the road. |
Location of road obstacles | Specifies where obstacles are located (e.g., lane or shoulder). | |
Type of road obstacles | Describes the obstacle type (e.g., pothole, debris, or roadkill). | |
Presence of construction/work zone | Indicates if construction or maintenance work is ongoing. | |
Location of construction/work zone | Specifies the position of the work zone on the road. | |
Presence of reversible lane | Indicates if a reversible traffic lane is present. | |
Traffic flow characteristics | Weaving ratio | Rate of lane-changing or weaving maneuvers per segment. |
PET (post encroachment time) | Time interval between two vehicles occupying the same location. | |
Standard deviation of link travel speed | Measures the variation in vehicle speeds across a road segment. | |
Presence of accident-prone zone | Indicates if the segment is classified as accident-prone. | |
Proportion of risky driving behavior | Share of vehicles exhibiting aggressive or dangerous maneuvers. | |
EDI (erratic driving index) | Metric quantifying unexpected or irregular vehicle movements. | |
Stopping rate within the segment | Frequency of vehicles coming to a complete stop in the segment. | |
Presence of dilemma zone | Indicates if a zone exists where drivers hesitate to stop or proceed at yellow light. | |
Speed difference between adjacent links | Difference in average speed between neighboring road segments. | |
Environmental variables | Heavy vehicle ratio | Percentage of large vehicles (e.g., trucks and buses) among total traffic. |
Snowfall amount | Volume of snowfall measured in the area. | |
Snowfall duration | Duration of snowfall in hours or minutes. | |
Rainfall amount | Volume of rainfall measured in the area. | |
Rainfall duration | Duration of rainfall in hours or minutes. | |
Temperature | Ambient temperature in degrees Celsius. | |
Night time period presence | Indicates if the condition occurs during nighttime. | |
Moving objects | Presence of pedestrians near autonomous vehicle | Indicates pedestrian presence close to autonomous vehicles. |
Presence of freight vehicles near autonomous vehicle | Presence of trucks or delivery vehicles near AVs. | |
Presence of signal violation | Indicates whether a traffic signal violation has occurred. | |
Acceleration/Deceleration | Change in vehicle speed per unit time (m/s2). | |
Speed | Current speed of the vehicle. | |
Jerk | Rate of change in acceleration, indicating abrupt movement. | |
Angular velocity per second | Rate of vehicle’s directional rotation over time. | |
Inter-vehicle distance | Distance between the subject vehicle and the one ahead. | |
Digital | Presence of perception error | Whether the AV experienced sensor or detection failures. |
Frequency of perception errors | How often perception errors occur within a timeframe. | |
Sensor field of view | Detection range and coverage angle of the AV’s sensors. | |
Presence of decision-making error | Whether the AV made an incorrect driving decision. | |
Frequency of decision-making errors | Number of incorrect decisions made during operation. | |
Presence of control error | Whether the AV experienced control system malfunctions. | |
Frequency of control errors | Number of control-related failures in vehicle systems. | |
Presence of DDT fallback | Indicates whether fallback mode was triggered in AV operation. | |
Frequency of DDT fallback | Count of fallback events initiated during driving. | |
Presence of cyberattack | Whether a cyberattack targeting vehicle systems occurred. | |
Frequency of cyberattacks | Number of cyberattacks detected during vehicle operation. |
Appendix C
High-Risk Indicators | Definition | |
---|---|---|
PEGASUS Joint Project | Project for the Establishment of Generally Accepted Quality Standards, Tools, Methods, Processes, and Scenarios for the Approval of Autonomous Driving Functions | German Joint Project for Standardization of Autonomous Driving Safety Validation |
AHP | Analytic Hierarchy Process | A hierarchical decision-making analysis method that quantifies the relative importance of factors |
ADS | Autonomous Driving Systems | Autonomous driving system |
DSSAD | Data Storage System for Automated Driving | Autonomous driving recorder (stores data during operation) |
EDR | Event Data Recorder | Device that stores data at the moment of an accident (also used in non-autonomous vehicles) |
TTC | Time to Collision | Time remaining until collision (a risk indicator) |
PET | Post Encroachment Time | Time gap between two objects passing through the same point (a surrogate indicator for spatial threat) |
TIT | Total Impact Time | Total time to collision (used as a composite indicator of collision probability) |
CPI | Crash Potential Index | Collision potential index |
CAR | Collision Avoidance Rate | Collision avoidance rate (evasive performance of the system or driver) |
HD Maps | High-Definition Maps | High-precision map (centimeter-level accuracy, essential for autonomous driving) |
California DMV | California Department of Motor Vehicles | California Department of Motor Vehicles (responsible for releasing autonomous vehicle-related data) |
MCDM | Multi-criteria Decision-making | Multi-criteria decision-making methods (including AHP, TOPSIS, etc.) |
RR | Risk Ratio | A ratio of risk levels between comparison groups |
ES | Effect Size | A statistical measure of magnitude of impact |
CI | Consistency Index | Consistency index (used to assess consistency in AHP matrices) |
CR | Consistency Ratio | A value obtained by dividing the CI by the RI, used to judge acceptability |
RI | Random Index | Average consistency index of a random matrix (used in CR calculation) |
BERT | Bidirectional Encoder Representations from Transformers | Deep learning model for natural language processing |
CV | Conventional Vehicle | Conventional vehicle (driven by a human) |
AV | Autonomous Vehicle | Autonomous vehicle |
CAV | Connected Autonomous Vehicle | Connected autonomous vehicle (AV capable of vehicle to everything communication) |
DDT Fallback | Dynamic Driving Task Fallback | Fallback driving task performed by a human when the autonomous system fails during driving |
V2X Communication | Vehicle-to-Everything Communication | Communication between the vehicle and external elements (includes V2V (Vehicle-to-Vehicle), V2I (Vehicle-to-Infrastructure), and V2P (Vehicle-to-Pedestrian), etc.) |
EDI | Erratic Driving Index | Calculated as the sum of the area exceeding critical thresholds of aggressive driving indicators (e.g., speed, acceleration, jerk, and yaw) during the analysis period, divided by travel time |
LSTM | Long Short-Term Memory | Recurrent neural network (RNN) architecture specialized in time-series data prediction |
GRU | Gated Recurrent Unit | Recurrent neural network architecture that is a lightweight version of LSTM |
SVM | support Vector Machine | Supervised learning models used for classification and regression analysis |
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Risk Factors | # of Events | # of Studies | Relative Risk | 95% Confident Interval (Lower) | 95% Confident Interval (Upper) |
---|---|---|---|---|---|
Acceleration/Deceleration | 22 | 58 | 0.3793 | 0.2656 | 0.508 |
Intersection | 20 | 58 | 0.3448 | 0.2356 | 0.508 |
Rear-end collision | 18 | 58 | 0.3103 | 0.2062 | 0.4733 |
Fog | 18 | 58 | 0.3103 | 0.2062 | 0.138 |
Rain | 17 | 58 | 0.2931 | 0.1918 | 0.138 |
Inter-vehicle distance | 15 | 58 | 0.2586 | 0.1635 | 0.4201 |
# of lanes | 15 | 58 | 0.2586 | 0.1635 | 0.4201 |
Presence of lighting | 12 | 58 | 0.2069 | 0.1225 | 0.3838 |
Pedestrian collision | 8 | 58 | 0.1379 | 0.0716 | 0.3277 |
Bicycle collision | 7 | 58 | 0.1207 | 0.0597 | 0.2493 |
Lane change | 6 | 58 | 0.1034 | 0.0483 | 0.2288 |
Steering angle | 5 | 58 | 0.0862 | 0.0379 | 0.1864 |
Driver intervention | 5 | 58 | 0.0862 | 0.0379 | 0.1864 |
Vehicle error | 5 | 58 | 0.0862 | 0.0379 | 0.1864 |
Tunnel | 4 | 58 | 0.0689 | 0.0271 | 0.1643 |
Roadside parking | 4 | 58 | 0.0689 | 0.0271 | 0.1643 |
Wind speed | 4 | 58 | 0.0689 | 0.0271 | 0.1643 |
Jerk | 3 | 58 | 0.0517 | 0.0177 | 0.1414 |
Severity | 3 | 58 | 0.0517 | 0.0177 | 0.1414 |
TTC | 3 | 58 | 0.0517 | 0.0177 | 0.1414 |
Sideswipe | 2 | 58 | 0.0345 | 0.0095 | 0.1173 |
EDR | 2 | 58 | 0.0345 | 0.0095 | 0.1173 |
Hacking | 2 | 58 | 0.0345 | 0.0095 | 0.1173 |
Perception error | 2 | 58 | 0.0345 | 0.0095 | 0.1173 |
Shockwave | 2 | 58 | 0.0345 | 0.0095 | 0.1173 |
Bus stop | 1 | 58 | 0.0172 | 0.0031 | 0.0914 |
Risk Factors | Mean Effect Size | p-Value | Risk Factors | Mean Effect Size | p-Value |
---|---|---|---|---|---|
Acceleration/Deceleration | 0.5050 | 0.000011 | Tunnel | 0.0771 | 0.069588 |
Fog | 0.3447 | 0.000112 | Jerk | 0.0581 | 0.151900 |
Rain | 0.3172 | 0.000218 | Steering angle | 0.0538 | 0.161178 |
Intersection | 0.3097 | 0.000121 | Vehicle error | 0.0457 | 0.153285 |
# of lanes | 0.2872 | 0.000607 | Roadside parking | 0.0372 | 0.192602 |
Rear-end collision | 0.2665 | 0.000746 | Bicycle collision | 0.0353 | 0.013797 |
Inter-vehicle distance | 0.2512 | 0.001605 | TTC | 0.0330 | 0.243168 |
Pedestrian collision | 0.1237 | 0.018445 | Shockwave | 0.0322 | 0.159097 |
Dedicated lane | 0.0963 | 0.045377 | Sideswipe | 0.0225 | 0.194688 |
Wind speed | 0.0826 | 0.083216 | EDR | 0.0159 | 0.321537 |
Severity | 0.0826 | 0.083216 | Hacking | 0.0097 | 0.160178 |
Lane change | 0.0803 | 0.061907 | Perception error | 0.0064 | 0.160178 |
Driver intervention | 0.0803 | 0.099426 | Bus stop | 0.0012 | 0.321537 |
No. | Key Points | Risk Factors |
---|---|---|
1 | Necessity of AI-based predictive driving analysis in connected autonomous vehicle (CAV) environments | Intersection, inter-vehicle distance, dilemma zone |
2 | Scenario-based prediction models and object recognition using video information | Perception error, intersection, right turn, roundabout |
3 | Need for lane operation analysis according to the penetration rate of autonomous vehicles | Vehicle type distribution, roundabout |
4 | Necessity of analyzing video-based accident data and identifying risk factors | Construction zone, high-accident zone, dedicated lane, vehicle type distribution, bottleneck point |
5 | Real-time accident risk prediction and infrastructure-based driving assistance technologies | Intersection, ramp in/out, lane changing, # of lanes, stop and go traffic, traffic conflict |
6 | Importance of establishing a cybersecurity framework for cooperative autonomous driving | Perception/decision/control error, hacking, DDT (dynamic driving task) fallback, in-vehicle/V2X (vehicle to everything) communication, cyberattack |
7 | Identification and risk prediction of complex driving hazard situations | Intersection, tunnel |
No. | Reclassified Layer (This Study) | Corresponding PEGASUS Layer | Comparison and Reclassification Direction |
---|---|---|---|
1 | Road facilities | Road level, traffic infrastructure | Consolidates physical and structural elements such as alignment, grade, and roadside objects. Redefined to emphasize infrastructure-related baseline conditions. |
2 | Variable and temporary facilities | Traffic infrastructure, temporary modifications | Separates dynamic or situational elements (e.g., bus-only lanes and construction zones) from static infrastructure for improved risk predictability. |
3 | Traffic flow characteristics | (Not specified in PEGASUS) | Newly introduced to capture macroscopic flow features (e.g., bottlenecks, and conflict points) as key risk indicators. |
4 | Environmental variable | Environmental conditions | Retains external conditions such as weather, lighting, and road surface, but highlights measurability and influence on sensor performance. |
5 | Moving objects | Dynamic objects | Refined focus on the behavior and interaction patterns of road users (e.g., lane changes, violations, and pedestrian movements). |
6 | Digital | Digital information | Expanded to encompass system-level risks such as perception/judgment errors, fallback scenarios, and cybersecurity threats in autonomous driving systems. |
Key Points | Risk Factors | |
Road facilities | Intersection | Roundabout |
Ramp on/off | Underpass | |
Tunnel | # of lanes | |
Road structure/facility | Expressway/Highway | |
Variable and temporary facilities | Road obstacle | Construction zone |
Variable lane | Bus-only lane | |
Traffic flow characteristics | Traffic conflict | High-accident zone |
Dilemma zone | Stop and go traffic | |
Bottleneck point | Vehicle type distribution | |
Environmental variable | Snowfall | Wet/Moist surface |
Rainfall | Night time | |
Fog | ||
Moving objects | Truck | Pedestrian |
Signal violation | Sudden stop | |
Lane change | Inter-vehicle distance | |
Centerline violation | Turning | |
On-road parking/stopping | ||
Digital | Perception error | Decision error |
Control error | Cyberattack | |
DDT fallback | In-vehicle/V2X communication |
Layer | Importance | ||
5 | Moving objects | 0.2437 | |
6 | Digital | 0.2246 | |
3 | Traffic flow characteristics | 0.1889 | |
4 | Environmental variables | 0.1870 | |
2 | Variable/Temporary facilities | 0.0915 | |
1 | Road facilities | 0.0643 |
Layer | High-Risk Factors | Importance | Rank | Layer | High-Risk Factors | Importance | Rank | ||
---|---|---|---|---|---|---|---|---|---|
1 | Road facilities | Intersection | 0.2777 | 1 | 4 | Environmental variables | Snowfall | 0.3003 | 1 |
Roundabout | 0.1958 | 2 | Wet/Moist surface | 0.2811 | 2 | ||||
Ramp on/off | 0.1880 | 3 | Rainfall | 0.1933 | 3 | ||||
Underpass | 0.1026 | 4 | Night time | 0.1656 | 4 | ||||
tunnel | 0.0846 | 5 | Fog | 0.0598 | 5 | ||||
Road structure/facility | 0.0566 | 6 | 5 | Moving objects | Truck | 0.1840 | 1 | ||
Signal violation | 0.1702 | 2 | |||||||
# of lanes | 0.0505 | 7 | |||||||
Expressway/highway | 0.0442 | 8 | |||||||
Pedestrian | 0.1506 | 3 | |||||||
2 | Variable/ Temporary facilities | Road obstacle | 0.4136 | 1 | |||||
Sudden stop | 0.1346 | 4 | |||||||
Construction zone | 0.2878 | 2 | |||||||
Inter-vehicle distance | 0.1053 | 5 | |||||||
Variable lane | 0.2056 | 3 | |||||||
Lane change | 0.0984 | 6 | |||||||
Bus-only lane | 0.0931 | 4 | |||||||
Centerline violation | 0.0595 | 7 | |||||||
3 | Traffic flow characteristics | Traffic conflict | 0.2776 | 1 | |||||
Turning | 0.0557 | 8 | |||||||
Dilemma zone | 0.1713 | 2 | |||||||
On-road parking/stopping | 0.0417 | 9 | |||||||
High-accident zone | 0.1684 | 3 | |||||||
6 | Digital | Perception error | 0.2512 | 1 | |||||
Decision error | 0.2408 | 2 | |||||||
Stop and go traffic | 0.1460 | 4 | |||||||
Cyberattack | 0.1604 | 3 | |||||||
Bottleneck point | 0.1340 | 5 | |||||||
Control error | 0.1277 | 4 | |||||||
DDT fallback | 0.1168 | 5 | |||||||
Vehicle type distribution | 0.1026 | 6 | |||||||
In-vehicle/V2X communication | 0.1032 | 6 |
Layer | High-Risk Factors | |
---|---|---|
Road Facilities | Intersection | Roundabout |
Ramp on/off | Underpass | |
Tunnel | ||
Variable and Temporary Facilities | Road obstacle | Construction zone |
Variable lane | ||
Traffic Flow Characteristics | Traffic conflict | High-accident zone |
Dilemma zone | Stop and go traffic | |
Bottleneck point | ||
Environmental Variables | Snowfall | Wet/Moist surface |
Rainfall | Night time | |
Moving Objects | Truck | Pedestrian |
Signal violation | Sudden stop | |
Lane change | Inter-vehicle distance | |
Digital | Perception error | Decision error |
Control error | Cyberattack | |
DDT fallback |
High-Risk Factors | Definition | Purpose of Use |
---|---|---|
Weaving ratio | Proportion of weaving traffic to total traffic volume within a weaving segment Weaving Traffic: The traffic flow that must cross other streams within a weaving segment to reach its intended direction Weaving segment: A road segment (≤750 m) where vehicles cross paths in the same direction and change lanes without traffic control facilities, typically with merging and diverging areas in sequence | Conflict risk analysis within road segments |
EDI (Erratic Driving Index) | Calculated as the sum of the area exceeding critical thresholds of aggressive driving indicators (e.g., speed, acceleration, jerk, and yaw) during the analysis period, divided by travel time | Assessment of individual vehicle driving stability |
Proportion of risky driving behavior | Proportion of time during which risky driving behaviors (speeding, sudden deceleration, hard braking, and sharp turning) are observed in the analysis period | |
Stopping rate within the segment | Number of stops per unit time within the segment (excluding stops due to traffic signals) | Used for risk assessment of crash occurrence and congestion evaluation |
Layer | High-Risk Factors | High-Risk Indicators | Average Rank | Rank | |
---|---|---|---|---|---|
1 | Road facilities | Intersection | Presence of intersection | 1.86 | 1 |
Presence of a crosswalk | 2.93 | 2 | |||
Intersection type (T-junction, four-way, etc.) | 3.50 | 3 | |||
Ramp on/off | Presence of on/off-ramp | 1.21 | 1 | ||
Speed limit | 2.21 | 2 | |||
Lane count | 2.64 | 3 | |||
Roundabout | Presence of roundabout | 1.64 | 1 | ||
Lane count | 2.79 | 3 | |||
Presence of crosswalk | 2.57 | 2 | |||
Underpass | Presence of underpass (road) | 1.50 | 1 | ||
Underpass (road) length | 2.29 | 2 | |||
Lane count | 2.57 | 3 | |||
Tunnel | Presence of tunnel | 1.43 | 1 | ||
Tunnel length | 2.43 | 2 | |||
Lane count | 2.50 | 3 | |||
2 | Variable and temporary facilities | Road obstacle | Presence of road obstacles | 1.36 | 1 |
Location of road obstacles (lane, shoulder, etc.) | 2.36 | 3 | |||
Type of road obstacles (pothole, debris, roadkill, etc.) | 2.29 | 2 | |||
Construction zone | Presence of construction/work zone | 1.14 | 1 | ||
Location of construction/work zone (lane, shoulder, etc.) | 2.00 | 2 | |||
Variable lane | Presence of reversible lane | 1.07 | 1 | ||
3 | Traffic flow characteristics | Traffic conflict | Weaving ratio | 1.43 | 1 |
PET (post encroachment time) | 2.93 | 3 | |||
Standard deviation of link travel speed | 2.71 | 2 | |||
High-accident zone | Presence of accident-prone zone | 2.36 | 2 | ||
Proportion of risky driving behavior | 2.00 | 1 | |||
EDI (erratic driving index) | 2.86 | 3 | |||
Stop-and-go traffic | Standard deviation of link travel speed | 2.79 | 3 | ||
PET (post encroachment time) | 2.50 | 1 | |||
Stopping rate within the segment | 2.64 | 2 | |||
Dilemma zone | Presence of dilemma zone | 1.00 | 1 | ||
Bottleneck point | Speed difference between adjacent links | 1.71 | 1 | ||
Standard deviation of link travel speed | 1.71 | 1 | |||
Heavy vehicle ratio | 2.79 | 3 | |||
4 | Environmental variable | Snowfall | Snowfall amount | 1.00 | 1 |
Snowfall duration | 2.14 | 2 | |||
Rainfall | Rainfall amount | 1.00 | 1 | ||
Rainfall duration | 2.00 | 2 | |||
Wet/Moist surface | Rainfall amount | 2.14 | 2 | ||
Snowfall amount | 1.50 | 1 | |||
Temperature | 2.93 | 3 | |||
Night time | Night time period presence | 1.00 | 1 | ||
5 | Moving object | Pedestrian | Presence of pedestrians near autonomous vehicle | 1.14 | 1 |
Truck | Presence of freight vehicles near autonomous vehicle | 1.07 | 1 | ||
Signal violation | Presence of signal violation | 1.00 | 1 | ||
Sudden stop | Acceleration/Deceleration | 1.36 | 1 | ||
Speed | 2.43 | 3 | |||
Jerk | 2.21 | 2 | |||
Lane change | Acceleration/Deceleration | 1.64 | 1 | ||
Angular velocity per second | 2.43 | 2 | |||
Jerk | 3.07 | 3 | |||
Inter-vehicle distance | Inter-vehicle distance | 1.14 | 1 | ||
6 | Digital | Perception error | Presence of perception error | 1.36 | 1 |
Frequency of perception errors | 1.71 | 2 | |||
Sensor field of view | 2.93 | 3 | |||
Decision error | Presence of decision-making error | 1.36 | 1 | ||
Frequency of decision-making errors | 1.64 | 2 | |||
Sensor field of view | 3.00 | 3 | |||
Control error | Presence of control error | 1.36 | 1 | ||
Frequency of control errors | 1.64 | 2 | |||
Sensor field of view | 3.00 | 3 | |||
DDT Fallback | Presence of DDT fallback | 1.43 | 1 | ||
Frequency of DDT fallback | 1.57 | 2 | |||
Cyberattack | Presence of cyberattack | 1.21 | 1 | ||
Frequency of cyberattacks | 1.79 | 2 |
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Han, H.; Lee, S.; Jeong, J.; Lee, J. Structured Risk Identification for Sustainable Safety in Mixed Autonomous Traffic: A Layered Data-Driven Approach. Sustainability 2025, 17, 7284. https://doi.org/10.3390/su17167284
Han H, Lee S, Jeong J, Lee J. Structured Risk Identification for Sustainable Safety in Mixed Autonomous Traffic: A Layered Data-Driven Approach. Sustainability. 2025; 17(16):7284. https://doi.org/10.3390/su17167284
Chicago/Turabian StyleHan, Hyorim, Soongbong Lee, Jeongho Jeong, and Jongwoo Lee. 2025. "Structured Risk Identification for Sustainable Safety in Mixed Autonomous Traffic: A Layered Data-Driven Approach" Sustainability 17, no. 16: 7284. https://doi.org/10.3390/su17167284
APA StyleHan, H., Lee, S., Jeong, J., & Lee, J. (2025). Structured Risk Identification for Sustainable Safety in Mixed Autonomous Traffic: A Layered Data-Driven Approach. Sustainability, 17(16), 7284. https://doi.org/10.3390/su17167284