A segment of eight-lane urban freeway experiences a breakdown that blocks two lanes completely for a period of one hour in the peak direction. The breakdown occurs at 9:00 AM and is cleared by 10:00 AM. The capacity of the segment is 2,100 veh/h/ln, with a maximum queue discharge rate of 1,800 veh/h/In. Beginning at 9 AM, the traffic demand at this location is:

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