Analyzing Performance of ETC Plazas Using New Computer SoftwareSource: Journal of Computing in Civil Engineering:;2001:;Volume ( 015 ):;issue: 004Author:Haitham M. Al-Deek
DOI: 10.1061/(ASCE)0887-3801(2001)15:4(309)Publisher: American Society of Civil Engineers
Abstract: This paper investigates the sensitivity of the peak hour plaza delay to market penetration of the electronic toll collection (ETC) system using the toll plaza simulation model developed by the Transportation Systems Institute at the University of Central Florida. This microscopic and stochastic computer software was applied to the busiest toll plaza in Orlando, Florida. The findings indicate that, for all plaza configurations simulated with the manual lanes operating over capacity, if only as little as 10% of the manual users switch to ETC lanes, then the total plaza delay (vehicle-hours) is cut in half, the average queuing delay per vehicle is reduced by more than 90 s, and the peak hour plaza throughput (vph) is increased by more than 20%. When the manual lanes operate under capacity, the increase in ETC usage has no impact on plaza delay or throughput. This study demonstrated that ETC vehicles' accessibility to the dedicated ETC lane(s) from the approach lanes could have a major impact on deciding the location of the dedicated ETC lane(s) within the toll plaza.
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| contributor author | Haitham M. Al-Deek | |
| date accessioned | 2017-05-08T21:12:57Z | |
| date available | 2017-05-08T21:12:57Z | |
| date copyright | October 2001 | |
| date issued | 2001 | |
| identifier other | %28asce%290887-3801%282001%2915%3A4%28309%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/43075 | |
| description abstract | This paper investigates the sensitivity of the peak hour plaza delay to market penetration of the electronic toll collection (ETC) system using the toll plaza simulation model developed by the Transportation Systems Institute at the University of Central Florida. This microscopic and stochastic computer software was applied to the busiest toll plaza in Orlando, Florida. The findings indicate that, for all plaza configurations simulated with the manual lanes operating over capacity, if only as little as 10% of the manual users switch to ETC lanes, then the total plaza delay (vehicle-hours) is cut in half, the average queuing delay per vehicle is reduced by more than 90 s, and the peak hour plaza throughput (vph) is increased by more than 20%. When the manual lanes operate under capacity, the increase in ETC usage has no impact on plaza delay or throughput. This study demonstrated that ETC vehicles' accessibility to the dedicated ETC lane(s) from the approach lanes could have a major impact on deciding the location of the dedicated ETC lane(s) within the toll plaza. | |
| publisher | American Society of Civil Engineers | |
| title | Analyzing Performance of ETC Plazas Using New Computer Software | |
| type | Journal Paper | |
| journal volume | 15 | |
| journal issue | 4 | |
| journal title | Journal of Computing in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0887-3801(2001)15:4(309) | |
| tree | Journal of Computing in Civil Engineering:;2001:;Volume ( 015 ):;issue: 004 | |
| contenttype | Fulltext |