4.4 Article

Deriving Operational Traffic Signal Performance Measures from Vehicle Trajectory Data

期刊

TRANSPORTATION RESEARCH RECORD
卷 2675, 期 9, 页码 1250-1264

出版社

SAGE PUBLICATIONS INC
DOI: 10.1177/03611981211006725

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资金

  1. Indiana Department of Transportation (INDOT) [TPF-5(377)]
  2. state transportation agency of California
  3. state transportation agency of Connecticut
  4. state transportation agency of Georgia
  5. state transportation agency of Minnesota
  6. state transportation agency of North Carolina
  7. state transportation agency of Ohio
  8. state transportation agency of Pennsylvania
  9. state transportation agency of Texas
  10. state transportation agency of Utah
  11. state transportation agency of Wisconsin
  12. City of College Station, Texas
  13. FHWA Operations Technical Services Team

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This paper introduces a method of using vehicle trajectory data to produce traffic signal performance measures, and demonstrates its application through a case study. The technology can effectively improve the efficiency and performance of traffic signal operations.
Operations-oriented traffic signal performance measures are important for identifying the need for retiming to improve traffic signal operations. Currently, most traffic signal performance measures are obtained from high-resolution traffic signal controller event data, which provides information on an intersection-by-intersection basis and requires significant initial capital investment. Over 400 billion vehicle trajectory points are generated each month in the United States. This paper proposes using high-fidelity vehicle trajectory data to produce traffic signal performance measures such as: split failure, downstream blockage, and quality of progression, as well as traditional Highway Capacity Manual level of service. Geo-fences are created at specific signalized intersections to filter vehicle waypoints that lie within the generated boundaries. These waypoints are then converted into trajectories that are relative to the intersection. A case study is presented that summarizes the performance of an eight-intersection corridor with four different timing plans using over 160,000 trajectories and 1.4 million GPS samples collected during weekdays in July 2019 between 5:00 a.m. and 10:00 p.m. The paper concludes by commenting on current probe data penetration rates, indicating that these techniques can be applied to corridors with annual average daily traffic of similar to 15,000 vehicles per day for the mainline approaches, and discussing cloud-based implementation opportunities.

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