The uniform arrival and uniform service rates observed on an approach road to a signalized intersection are 20 and 50 vehicles/minutes, respectively. For this signal, the red time is 30 s, the effective green time is 30 s, and the cycle length is 60s. Assuming that initially there are no vehicles in the queue, the average delay per vehicle using the approach road during a cycle length (in seconds, round off to 2 decimal places) is
The uniform arrival and uniform service rates observed on an approach road to a signalized intersection are 20 and 50 vehicles/minutes, respectively. For this signal, the red time is 30 s, the effective green time is 30 s, and the cycle length is 60s. Assuming that initially there are no vehicles in the queue, the average delay per vehicle using the approach road during a cycle length (in seconds, round off to 2 decimal places) is
Chapter2: Loads On Structures
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![The uniform arrival and uniform service rates observed on an approach road to a
signalized intersection are 20 and 50 vehicles/minutes, respectively. For this signal, the red
time is 30 s, the effective green time is 30 s, and the cycle length is 60s. Assuming that
initially there are no vehicles in the queue, the average delay per vehicle using the
approach road during a cycle length (in seconds, round off to 2 decimal places) is](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6aa4f156-53d6-47d7-bf22-42f962f7943d%2F86157290-6265-4466-92c2-3e5e5d53f9e5%2Fr8toxd6_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The uniform arrival and uniform service rates observed on an approach road to a
signalized intersection are 20 and 50 vehicles/minutes, respectively. For this signal, the red
time is 30 s, the effective green time is 30 s, and the cycle length is 60s. Assuming that
initially there are no vehicles in the queue, the average delay per vehicle using the
approach road during a cycle length (in seconds, round off to 2 decimal places) is
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