01631439

Component

https://doi.org/10.3141/2615-06

This study aimed to develop a microsimulation model for optimizing toll plaza operations in relation to operational cost and level of service for users. A well-calibrated and validated simulation model was developed in PTV Vissim, and several scenarios were simulated to test their efficacy at improving toll plaza operations. Data collected included classified entry traffic volume at the toll plaza, service time for different payment categories, percentage of lane utilization, and travel time while crossing the toll plaza. For modeling lane selection for vehicles, the PTV Vissim component object model application programming interface—which enables dynamic route choice—was used. From the results it was observed that the simulation model accurately represented the current operations at the toll plaza. Scenarios, such as implementing a number plate recognition technology and segregating lanes for different vehicle types to improve the level of service, were evaluated with the simulation model.

01628078

17-04484

English

pp 43–54

2017

Transportation Research Record: Journal of the Transportation Research Board

9780309442040

Digital/other

Figures (7) ; Maps; Photos; References (12) ; Tables (1)

Case studies; Forecasting; Level of service; Microsimulation; Operating costs; Optimization; Route choice; Toll plazas; Traffic volume; Travel time

Ahmedabad (India)

Highways; Operations and Traffic Management; Planning and Forecasting

TRIS, TRB, ATRI

Dec 8 2016 11:43AM

• Application of High-Resolution Vehicle Data for Free-Flow Speed Estimation
• Calibrating Vissim to Analyze Delay at Signalized Intersections
• Car Drivers’ Experienced Level of Service on Freeways
• Estimating the Effects of Urban Street Incidents on Capacity
• Estimation of Saturation Headway in Work Zones on Urban Streets
• Evaluation and Testing of Driver-Assistive Truck Platooning: Phase 2 Final Results
• How Weather Events Affect Freeway Demand Patterns
• Influence of Remotely Operated Stop–Slow Controls on Driver Behavior in Work Zones
• Measuring Performance on Two-Lane Highways: Empirical Investigation
• Modeling Pedestrian Delays at Signalized Intersections as a Function of Crossing Directions and Moving Paths
• Naturalistic Study of Truck Following Behavior
• Novel Area Occupancy–Based Method for Passenger Car Unit Estimation on Multilane Urban Roads Under Heterogeneous Traffic Scenario
• Operational Analysis of a Single-Lane Roundabout with a Mix of Driverless Vehicles
• Preparing Oregon for Connected Vehicle Deployment: Application Prioritization Process
• Proposed Framework for Evaluating Spillback in the Highway Capacity Manual
• Queue Length at Signalized Intersections from Red-Time Formula and the Highway Capacity Manual Compared with Field Data
• Relationship Between Cycle Overflow Probability and Capacity at Signalized Intersections: Application for Delay Estimation