Simulations yielded several key metrics of effectiveness

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The simulations yielded several key metrics of effectiveness (MOE) for each intersection. For Don Mills Rd and Eglinton Ave East, the average delay per vehicle was calculated to be 45 seconds during peak hours, with a total of 300 vehicles experiencing significant delays. In contrast, the Don Mills and Rochefort Drive intersection showed an average delay of 30 seconds per vehicle, with 150 vehicles affected In the scenarios developed, adjustments to signal timing resulted in a reduction of average delays by 10 seconds at both intersections, demonstrating the effectiveness of optimized signal plans.

Reference no: EM133827424

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