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MindTap Engineering for Garber/Hoel's Traffic and Highway Engineering, 5th Edition, [Instant Access], 1 term (6 months)
5th Edition
ISBN: 9781305577398
Author: Nicholas J. Garber; Lester A. Hoel
Publisher: Cengage Learning US
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Question
Chapter 3, Problem 5P
To determine
The average walking speed and compare it with the recommended walking speed in the Manualof Uniform Traffic Control Devices(MUTCD).
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Students have asked these similar questions
Calculate the minimum passing sight distance required for a two-lane rural highway that has a posted limit of 72 kph. The local traffic engineer conducted a speed study of the subject road and found the following:
Average speed of passing vehicle= 76 kph
Average acceleration of passing vehicle= 2.3 kph/sec
Average speed of impeder vehicles= 64 kph
Show complete solution. Need ASAP. Thank you.
Question 1
Calculate the stopping sight distance on a
highway at a descending gradient of 3% for a
design speed of 100 kmph. Assume other data
as per IRC recommendations.
Question 2
Calculate the safe stopping distance while
travelling at a speed of 80 kmph on an upward
gradient of 2 percent. Make suitable
assumptions.
28 pedestrians per cycle (both directions combined) use a crosswalk to cross a 72-ft wide street. The width of the crosswalk is 11 ft. If the walking speed is 3.5 ft/s, how much τi,ps should be allocated so that the pedestrians can safely cross?
Group of answer choices
31.0 sec
21.2 sec
56 sec
52.8 sec
Chapter 3 Solutions
MindTap Engineering for Garber/Hoel's Traffic and Highway Engineering, 5th Edition, [Instant Access], 1 term (6 months)
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