An investigation was conducted to determine the delay at Sohar downtown intersection. The traffic signal at the intersection operates with a cycle time of two minutes. The test was conducted on the 2 lane road over a 15- minutes period. The count interval was 20 seconds and the empirical adjustment factor 0.8. The total number of vehicles is 610, total number of vehicles in queue is 382, and the total number of stopped vehicle is 276. Assume the traffic density is 85 vehicles/km and the flow is 2650 vehicles/hr. Evaluate the following: i. Number of vehicles stopped per lane each cycle ii. Acceleration/Deceleration correction delay jii. Fraction of vehicles stopping iv. Control delay for each vehicle

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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An investigation was conducted to determine
the delay at Sohar downtown intersection. The
traffic signal at the intersection operates with
a cycle time of two minutes. The test was
conducted on the 2 lane road over a 15-
minutes period. The count interval was 20
seconds and the empirical adjustment factor
0.8. The total number of vehicles is 610, total
number of vehicles in queue is 382, and the
total number of stopped vehicle is 276.
Assume the traffic density is 85 vehicles/km
and the flow is 2650 vehicles/hr. Evaluate the
following:
i.
each cycle
Number of vehicles stopped per lane
ii.
Acceleration/Deceleration correction
delay
ii.
Fraction of vehicles stopping
iv.
Control delay for each vehicle
Transcribed Image Text:An investigation was conducted to determine the delay at Sohar downtown intersection. The traffic signal at the intersection operates with a cycle time of two minutes. The test was conducted on the 2 lane road over a 15- minutes period. The count interval was 20 seconds and the empirical adjustment factor 0.8. The total number of vehicles is 610, total number of vehicles in queue is 382, and the total number of stopped vehicle is 276. Assume the traffic density is 85 vehicles/km and the flow is 2650 vehicles/hr. Evaluate the following: i. each cycle Number of vehicles stopped per lane ii. Acceleration/Deceleration correction delay ii. Fraction of vehicles stopping iv. Control delay for each vehicle
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