An antique 6-lane urban parkway has the subsequent characteristics: 11-ft lanes; common roadside obstructions positioned 2 feet from the right pavement part; and an interchange density of 2.00 interchanges/mile (ie., average interchange spacing of fifty mile). what's the free-drift velocity of this limited-access highway?

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 7P
icon
Related questions
Question

Civil  Give right answer or i will give an dislike and dont copy also 

 

 

 

An antique 6-lane urban parkway has the
subsequent characteristics:
11-ft lanes; common roadside obstructions
positioned 2 feet from the right pavement
part; and an interchange density of 2.00
interchanges/mile (ie., average interchange
spacing of fifty mile). what's the free-drift
velocity of this limited-access highway?
Transcribed Image Text:An antique 6-lane urban parkway has the subsequent characteristics: 11-ft lanes; common roadside obstructions positioned 2 feet from the right pavement part; and an interchange density of 2.00 interchanges/mile (ie., average interchange spacing of fifty mile). what's the free-drift velocity of this limited-access highway?
Expert Solution
steps

Step by step

Solved in 2 steps with 2 images

Blurred answer
Knowledge Booster
Engineering standards and codes
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Similar questions
  • SEE MORE QUESTIONS
Recommended textbooks for you
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning