Automated Delay Estimation at Signalized Intersections: Phase I Concept and Algorithm Development

Currently there are several methods to measure the performance of surface streets, but their capabilities in dynamically estimating vehicle delay are limited. The objective of this research is to develop a method to automate traffic delay estimation in real-time using existing field traffic data col...

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Main Author: Forbush, Taylor R.
Format: Others
Published: BYU ScholarsArchive 2011
Subjects:
Online Access:https://scholarsarchive.byu.edu/etd/2471
https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3470&context=etd
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spelling ndltd-BGMYU2-oai-scholarsarchive.byu.edu-etd-34702021-09-01T05:01:59Z Automated Delay Estimation at Signalized Intersections: Phase I Concept and Algorithm Development Forbush, Taylor R. Currently there are several methods to measure the performance of surface streets, but their capabilities in dynamically estimating vehicle delay are limited. The objective of this research is to develop a method to automate traffic delay estimation in real-time using existing field traffic data collection technologies. This research has focused on method and algorithm development that can be applied to existing technologies. Two algorithms were developed to run automatically using Microsoft Excel and Visual Basic to calculate traffic delay from data collected from existing vehicle detection. The algorithms were developed using computer modeling software to simulate different lane configurations. The lane configurations tested were through-only lanes, through lanes with a midblock driveway, and through lanes with a turning bay. Different levels of volumes were simulated for each of the lane configurations. Results were promising for each lane configuration. The through-only configuration showed excellent results with maximum errors less than 3 seconds per vehicle for each test. The through lanes with the driveways test was evaluated using added detection at the driveway locations and no detection at the driveways. Results using the driveway sensors had 93 percent of the calculated average delays with less than 5 seconds per vehicle of error. Results without the driveway sensors had 84 percent of the calculated average delays with less than 5 seconds of error. Results for the turning bay configuration had 94 percent of the calculated turning bay results with less than 5 seconds per vehicle of error. It is recommended to conduct a hardware-in-loop analysis to make certain the algorithms developed in this study perform as expected in a dynamic operation. 2011-03-16T07:00:00Z text application/pdf https://scholarsarchive.byu.edu/etd/2471 https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3470&context=etd http://lib.byu.edu/about/copyright/ Theses and Dissertations BYU ScholarsArchive automated delay estimation arterial delay traffic delay Civil and Environmental Engineering
collection NDLTD
format Others
sources NDLTD
topic automated delay estimation
arterial delay
traffic delay
Civil and Environmental Engineering
spellingShingle automated delay estimation
arterial delay
traffic delay
Civil and Environmental Engineering
Forbush, Taylor R.
Automated Delay Estimation at Signalized Intersections: Phase I Concept and Algorithm Development
description Currently there are several methods to measure the performance of surface streets, but their capabilities in dynamically estimating vehicle delay are limited. The objective of this research is to develop a method to automate traffic delay estimation in real-time using existing field traffic data collection technologies. This research has focused on method and algorithm development that can be applied to existing technologies. Two algorithms were developed to run automatically using Microsoft Excel and Visual Basic to calculate traffic delay from data collected from existing vehicle detection. The algorithms were developed using computer modeling software to simulate different lane configurations. The lane configurations tested were through-only lanes, through lanes with a midblock driveway, and through lanes with a turning bay. Different levels of volumes were simulated for each of the lane configurations. Results were promising for each lane configuration. The through-only configuration showed excellent results with maximum errors less than 3 seconds per vehicle for each test. The through lanes with the driveways test was evaluated using added detection at the driveway locations and no detection at the driveways. Results using the driveway sensors had 93 percent of the calculated average delays with less than 5 seconds per vehicle of error. Results without the driveway sensors had 84 percent of the calculated average delays with less than 5 seconds of error. Results for the turning bay configuration had 94 percent of the calculated turning bay results with less than 5 seconds per vehicle of error. It is recommended to conduct a hardware-in-loop analysis to make certain the algorithms developed in this study perform as expected in a dynamic operation.
author Forbush, Taylor R.
author_facet Forbush, Taylor R.
author_sort Forbush, Taylor R.
title Automated Delay Estimation at Signalized Intersections: Phase I Concept and Algorithm Development
title_short Automated Delay Estimation at Signalized Intersections: Phase I Concept and Algorithm Development
title_full Automated Delay Estimation at Signalized Intersections: Phase I Concept and Algorithm Development
title_fullStr Automated Delay Estimation at Signalized Intersections: Phase I Concept and Algorithm Development
title_full_unstemmed Automated Delay Estimation at Signalized Intersections: Phase I Concept and Algorithm Development
title_sort automated delay estimation at signalized intersections: phase i concept and algorithm development
publisher BYU ScholarsArchive
publishDate 2011
url https://scholarsarchive.byu.edu/etd/2471
https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3470&context=etd
work_keys_str_mv AT forbushtaylorr automateddelayestimationatsignalizedintersectionsphaseiconceptandalgorithmdevelopment
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