ACTUATED COORDINATED SIGNALIZED SYSTEM: PHASE I - OVERSATURATED CONDITIONS, PHASE II - CYCLE-BY-CYCLE ANALYSIS

Traffic congestion is a common problem, due to the increased reliance on automobile use. In a majority of the country, the surface transportation system operates over or at peak capacity, especially during the morning and evening peak rush hours. One problem that frequently occurs in actuated coordinated signalized intersections that are oversaturated is spillback. A major contributing factor in spillback occurrences could be signal timing parameters and arterial coordination. Reallocating the green times between different approaches and utilizing the "wasted green time" occurring on some approaches could improve the overall efficiency of the intersection operation. This project has 2 phases. Phase I presents a linear optimization approach that results in optimization throughput of the system. Phase II introduces a cycle-by-cycle analysis of actuated coordinated signalized intersection system's operations. It also investigates whether changing the coordination and signal parameters on a cycle-by-cycle basis could enhance the effective operation of the system.

Language

  • English

Media Info

  • Features: Figures; References; Tables;
  • Pagination: 61 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00823179
  • Record Type: Publication
  • Report/Paper Numbers: NIATT Report No. N01-20,, Report Budget No. KLK202,, Final Report
  • Files: NTL, TRIS, USDOT
  • Created Date: Jan 7 2002 12:00AM