Submitted:
01 February 2026
Posted:
03 February 2026
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Abstract
Keywords:
1. Introduction
2. Materials and Methods
2.1. Questionnaire Design Designing an Effective Questionnaire

| Intensity of importance | Definition |
|---|---|
| 1 | Equal Importance |
| 3 | Moderate Importance |
| 5 | Strong Importance |
| 7 | Very Strong |
| 9 | Extreme Importance |
| 2, 4, 6, 8 | Intermediate values |
| Factor | Explanation |
|---|---|
| A1 |
Traffic flow This factor assesses the level of vehicle movement on the expressway, determined by vehicle density and average vehicle speed. These conditions can be observed using Google Maps’ traffic color indicators: green signifies free-flowing traffic, yellow indicates slow-moving traffic, and red denotes congested or stopped traffic. |
| A3 |
The shortest path This factor represents the linear distance along the expressway from the incident’s origin point to the designated destination, measured in kilometers. |
| A4 |
Route Complexity This factor considers the number of intersections, interchanges, curves, and overall intricacy of the route. These elements can significantly impact driving difficulty and the safety of travel. A higher count of such features generally indicates greater route complexity. |
| F1 |
Chemical Spill Concentration Level This factor indicates the measured concentration of the spilled chemical at the incident location, expressed in parts per million (ppm). This metric directly correlates with the severity of the hazard and influences the safety protocols and route considerations for emergency responders. |
| F2 |
Location of Chemical Spill Incident This factor pertains to the specific placement of the incident site on the expressway, which significantly influences accessibility and situational control. Examples include its position before an on-ramp, after an off-ramp, or near an interchange. |
| F3 |
Chemical Spill Dispersion Map This factor quantifies the total area impacted by the chemical spill’s dispersion, measured in square meters. This calculation is derived using ALOHA software, which considers detailed input on the chemical properties, prevailing weather conditions, and surrounding environmental factors. |
| B1 |
Population Density (Community Areas) This factor quantifies the number of individuals residing in community areas adjacent to the expressway who could potentially be affected by an incident. It is measured in persons per square kilometer. |
| B2 |
Business Density (Business Districts) This factor quantifies the number of businesses located in commercial areas adjacent to the expressway that could potentially be impacted by an incident. It is measured in number of businesses per square kilometer. |
| C1 |
Google map This factor assesses the ease with which traffic information can be obtained and utilized via Google Maps. It encompasses several sub-criteria: the accuracy of the data, the geographical coverage of the traffic information, and the overall user-friendliness of the interface. |
| C3 |
ITS Sign This factor evaluates the ease with which traffic information can be acquired from Intelligent Transportation System (ITS) signs. Key considerations include the clarity of the displayed information, the extent of geographical coverage provided by the signs, and the real-time accuracy (up-to-dateness) of the data. |
| D1 |
Resource Availability This factor assesses the overall preparedness of rescue units to handle emergencies. It encompasses the availability and training of personnel, the operability and suitability of equipment, the depth of specialized knowledge among responders, and the readiness of fire trucks to be deployed effectively. |
| D2 |
ERT Location This factor refers to the geographical placement of Emergency Response Team (ERT) units, which directly influences their travel time to an incident site. Considerations include their proximity to or distance from the expressway. |
2.2. Data Collection
2.3. Survey Results
- Traffic Fluidity (0.25)
- Shortest Distance (0.18)
- Chemical Spill Concentration Level (0.15)
| Factor | weighting |
|---|---|
| A1 | 0.25 |
| A3 | 0.18 |
| A4 | 0.08 |
| F1 | 0.15 |
| F2 | 0.10 |
| F3 | 0.05 |
| B1 | 0.10 |
| B2 | 0.05 |
| C1 | 0.02 |
| C3 | 0.01 |
| D1 | 0.01 |
| D2 | 0.00 |

| Factor | Max Potential Risk Score (Scale 1-5) | |
|---|---|---|
| A1 | 4 | 0.25 |
| A3 | 3 | 0.18 |
| A4 | 2 | 0.08 |
| F1 | 3 | 0.15 |
| F2 | 4 | 0.10 |
| F3 | 2 | 0.05 |
| B1 | 3 | 0.10 |
| B2 | 4 | 0.05 |
| C1 | 5 | 0.02 |
| C3 | 4 | 0.01 |
| D1 | 3 | 0.01 |
| D2 | 5 | 0.00 |
2.4. A* Algorithm
2.4.1. Principle
2.4.2. Calculating g(n) and h(n)
2.4.3. Justification of Weighting Parameters
2.4.4. Improved Cost Function
2.5. Dijkstra’s Algorithm
2.6. Ant Colony Optimization (ACO)
2.7. Scenario
2.7.1. Emergency Scenario
2.7.2. Data Utilized in Simulation
2.7.3. Simulation
2.7.4. Scenario Simulation Results Analysis
2.8. Evaluation of Experimental Results
2.8.1. Assessment of Algorithm Performance in Route Finding:
2.8.2. Route Safety Evaluation
3. Results
3.1. Simulated Incident Event
3.2. Emergency Response Origin Points


3.3. Data Integration and Environmental Parameters
3.4. Comparative Performance Results
| Algorithm | Time (mins) | Distance (km.) | Safe score | Node |
| A* Algorithm | 12.5 | 10.2 | 3.8 | 150 |
| Dijkstra’s Algorithm | 13.0 | 10 | 3.5 | 220 |
| ACO | 13.8 | 10.5 | 3.6 | 180 |
| Google Map (shortest route) |
13.2 | 10.1 | 3.2 | N/A |
| Google Map (fastest route) |
13.5 | 9.8 | 3 | N/A |

3.5. Route Selection and Spatial Reasoning Analysis
| Route segment/ Node |
Dijkstra’s Algorithm (Shortest Path) | Proposed A* Algorithm (Safest Path) | Spatial Reasoning & Risk Mitigation |
| Start point | Rama IV Entrance | Rama IV Entrance | Both start at the nearest access point. |
| Segment | Primary Expressway Trunk | Primary Expressway Trunk | Shared segment for initial response speed. |
| Decision Node (Exchanges) | Direct Exit at Bon Kai | Bypass to Rama III / Yan Nawa | A* avoids Bon Kai exit due to ALOHA model indicating high chemical vapor concentration at the immediate downramp. |
| Intermediate Path | High-density commercial zones | Lower-density industrial/service roads | Dijkstra passes through dense population areas to save distance; A* prioritizes low-density buffers. |
| Final Approach |
Windward Side (Upwind) | Leeward Side (Crosswind) | A* selects a crosswind approach based on real-time wind data to protect responders from toxic plumes. |
| Total Travel Time | 8.2 mins | 8.5 mins | A* is ~3.6% slower in duration but significantly reduces exposure risk. |
| Safety Score () | 3.5 / 5.0 | 4.3 / 5.0 | Safety Gain of ~22% in this specific segment by avoiding the hazard plume. |
4. Discussion
4.1. Comparative Analysis of Travel Time
4.2. Comparative Analysis of Distance
4.3. Comparative Analysis of Safety Score
4.4. Analysis of Number of Nodes Explored
4.5. Operational Trade-Offs and Generalizability
5. Conclusions
References
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