The table below shows gap acceptance data at the vicinity of a merge area for vehicles on an expressway ramp. During a typical peak hour, the flow on the outer lane of the expressway is 1,000 veh/hr....

The table below shows gap acceptance data at the vicinity of a merge area for vehicles on an expressway ramp. During a typical peak hour, the flow on the outer lane of the expressway is 1,000 veh/hr. During the same peak hour, 450 vehicles arrive on the ramp seeking to merge into the expressway traffic. The jam density on the ramp is estimated at 125 veh/km. Assume that the ramp has a single lane and a limited queuing area of 200 meters extending back to a toll plaza. Assuming random arrival