Traffic and Highway Engineering - With Mindtap
Traffic and Highway Engineering - With Mindtap
5th Edition
ISBN: 9781305360990
Author: Garber
Publisher: CENGAGE L
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Chapter 3, Problem 12P
To determine

The time taken by the driver to accelerate the vehicle from 40 mi/h to 45 mi/h.

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You are designing an on-ramp that connects an intersection (controlled by a signal) and the highway. You want to assure that vehicles that are completely stopped at the intersection can reach the prevalent highway speed, which is assumed to be 60mph. Assume that passengers have the maximum acceleration rate of 10 ft/sec2 , trucks have smaller acceleration rate 3.2 ft/sec2 . You can assume that vehicles can use the maximum acceleration rate regardless of the speed. What’s the reasonable length for the ramp?
Answer all the problems pls
3. Flow on a road is q1=1800veh/hr/lane, and density is kl=14.4 veh/km/lane. To reduce speeding on a section of highway, a police cruiser decides to implement a rolling roadblock, and to travel in the left lane at the speed limit (v2=88km/hr) for 10 km. This ensures that no overtaking is done by the vehicles in this platoon. After the police cruiser joins, the platoon density increases to 20 veh/km/lane and flow drops. Find: (a) How many vehicles will be in the platoon when the police car leaves the highway (b) How long it will take for the queue to dissipate
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