6.25 A four-lane freeway (two lanes in each direction) segment consists of passenger cars only, a driving population of regular users, a peak-hour directional distribution of 0.70, a peak-hour factor of 0.80, and a measured free-flow speed of 70 mi/h. Assuming Fig. 6.7 applies, if the AADT is 30,000 veh/day, determine the level of service for the 10th, 50th, and 100th highest annual hourly volumes.

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
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If any charts or graphs where used please insert below and explain how it was used
=
6.25 A four-lane freeway (two lanes in each
direction) segment consists of passenger cars only, a
driving population of regular users, a peak-hour
directional distribution of 0.70, a peak-hour factor of
0.80, and a measured free-flow speed of 70 mi/h.
Assuming Fig. 6.7 applies, if the AADT is 30,000
veh/day, determine the level of service for the 10th,
50th, and 100th highest annual hourly volumes.
Transcribed Image Text:= 6.25 A four-lane freeway (two lanes in each direction) segment consists of passenger cars only, a driving population of regular users, a peak-hour directional distribution of 0.70, a peak-hour factor of 0.80, and a measured free-flow speed of 70 mi/h. Assuming Fig. 6.7 applies, if the AADT is 30,000 veh/day, determine the level of service for the 10th, 50th, and 100th highest annual hourly volumes.
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How do you define D in each part of the solution? Please explain

also how do you find the maximun flow rate in each part of the soliution stated above did you use a chart if so please include 

Maximum service flow rate 1444  pc/hr/ln

Maximum service flow rate 1338  pc/hr/ln

 

 

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Capacity and level of service at intersections
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