Submitted:
16 June 2024
Posted:
20 June 2024
You are already at the latest version
Abstract
Keywords:
1. Introduction
- Improve the throughput of the toll plaza.
- Decrease the time delay at toll plazas by making a simulation model by which the best favorable lane pattern can be determined.
- Reduce the long queue length during peak hours
2. Literature Review
3. Methodology
- What is the maximum time for a vehicle to wait for its turn at the toll booths?
- What is the time frame for a drive in a queuing line?
- What is the maximum capacity of a toll plaza for many vehicles to pass through the booth?
- How crowded the plaza becomes
- How can the toll plaza be used efficiently?
3.1. Data Collection
3.2. Model Development
3.3. Development of Each Line
3.4. Difference between Existing Toll Plaza Lanes Scenario and Different Toll Plaza Pattern Scenario
4. Implementation
4.1. PTV VISSIM
5. Results and Analysis
5.1. Waiting Time vs Existing Each Lane
5.2. Waiting Time vs Different Lanes Scenario

5.3. Queue Length vs Existing Lane Scenario
5.4. Queue Length vs Different Lanes Scenario
5.5. Existing Lanes Scenario vs. Throughput (X100)
5.6. Different Lanes Scenario
6. Conclusion and Future Recommendations
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| Time in minutes | Traffic volume | Queuing | Time in minutes | Traffic volume |
|---|---|---|---|---|
| 1:00-1:15 | 240 | 0.68 | 217 | 23 |
| 1:15-1:30 | 254 | 1.03 | 247 | 7 |
| 1:30-1:45 | 201 | 1.51 | 167 | 34 |
| 1:45- 2:00 | 302 | 2.18 | 292 | 10 |
| 2:00-2:15 | 234 | 3.1 | 221 | 13 |
| 2:15-2:30 | 194 | 4.43 | 194 | 0 |
| 2:30-2:45 | 312 | 6.5 | 300 | 12 |
| 2:45-3:00 | 342 | 7.6 | 342 | 0 |
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