A freeway facility has three lanes in each direction, and it was designed to provide at least LOS C during the peak hour. The current AADT is 40,000 vehicles/day, the directional split is 70% in the peak direction, and the K factor used in the analysis is for the 50th highest hourly flow (K=0.11). The freeway has the measured freeflow speed of 65 mph, peak hour factor of 0.94, and the heavy vehicle adjustment factor of 0.89. By how much can the AADT increase without reducing the peak hour LOS to level D?

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A freeway facility has three lanes in each direction, and it was designed to provide at least LOS = C
during the peak hour. The current AADT is 40,000 vehicles/day, the directional split is 70% in the
peak direction, and the K factor used in the analysis is for the 50th highest hourly flow (K=0.11).
The freeway has the measured freeflow speed of 65 mph, peak hour factor of 0.94, and the heavy
vehicle adjustment factor of 0.89.
By how much can the AADT increase without reducing the peak hour LOS to level D?
Transcribed Image Text:A freeway facility has three lanes in each direction, and it was designed to provide at least LOS = C during the peak hour. The current AADT is 40,000 vehicles/day, the directional split is 70% in the peak direction, and the K factor used in the analysis is for the 50th highest hourly flow (K=0.11). The freeway has the measured freeflow speed of 65 mph, peak hour factor of 0.94, and the heavy vehicle adjustment factor of 0.89. By how much can the AADT increase without reducing the peak hour LOS to level D?
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