A lane group at an signalized intersection has three lanes with through traffic movements only . During a PM peak hour , we measured their volumes as follows : 450 veh / h on the left lane , 1320 veh / h on the middle lane and 720 veh / h on the right lane . Peak hour factor is 0.85 for all three lanes . What is the lane utilization adjustment factor for determining saturation flow rate
A lane group at an signalized intersection has three lanes with through traffic movements only . During a PM peak hour , we measured their volumes as follows : 450 veh / h on the left lane , 1320 veh / h on the middle lane and 720 veh / h on the right lane . Peak hour factor is 0.85 for all three lanes . What is the lane utilization adjustment factor for determining saturation flow rate
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter9: Capacity And Level Of Service For Highway Segments
Section: Chapter Questions
Problem 21P
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A lane group at an signalized intersection has three lanes with through traffic movements only . During a PM peak hour , we measured their volumes as follows : 450 veh / h on the left lane , 1320 veh / h on the middle lane and 720 veh / h on the right lane . Peak hour factor is 0.85 for all three lanes . What is the lane utilization adjustment factor for determining saturation flow rate
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