![MindTap Engineering for Garber/Hoel's Traffic and Highway Engineering, 5th Edition, [Instant Access], 1 term (6 months)](https://s3.amazonaws.com/compass-isbn-assets/textbook_empty_images/large_textbook_empty.svg)
MindTap Engineering for Garber/Hoel's Traffic and Highway Engineering, 5th Edition, [Instant Access], 1 term (6 months)
5th Edition
ISBN: 9781305581159
Author: Nicholas J. Garber; Lester A. Hoel
Publisher: Cengage Learning US
expand_more
expand_more
format_list_bulleted
Concept explainers
Question
thumb_up100%
Chapter 6, Problem 16P
To determine
(a)
The speeds of the shock waves created by the operation of the school zone.
To determine
(b)
The number of vehicles affected by the school zone during this 30-minute operation.
Expert Solution & Answer
Trending nowThis is a popular solution!
Students have asked these similar questions
Problem.
Studies have shown that the traffic flow on a two-lane road adjacent to a school can be
described by the Greenshields model. A length of 0.5 mi adjacent to a school is
described as a school zone (see Figure 6.19) and operates for a period of 30 min just
before the start of school and just after the close of school. The posted speed limit for
the school zone during its operation is 20 mi/h. Data collected at the site when the
school zone is not in operation show that the jam density and mean free speed for each
lane are 118 veh/mi and 63 mi/h. If the demand flow on the highway at the times of
operation of the school zone is 95% of the capacity of the highway, determine:
6-13
(a) The speeds of the shock waves created by the operation of the school zone
(b) The number of vehicles affected by the school zone operation
(c) The time the queue takes for it to dissipate after the operation of the school zone
Studies have shown that the traffic flow on a 2 lane highway adjacent to school can be described by the
Greenshield's model. A length of 0.50 km adjacent to a school is described as a school zone and operates
for a period of 25 minutes just before the start of school and just after the close of school. The posted
speed limit for the school zone during its operation is 21 kph. Data collected at the site when school zone is
not in operation show that the jam density and mean free for each lane is 119 veh/km and 65 kph
respectively. If the demand flow on the highway at the time of the operation of the school zone is 95% of
the capacity of the highway, calculate the following:
2.1 Traffic shockwave created by the operation of the school zone
2.2 The queue length of vehicles affected by the school zone operation
2.3 The number of vehicles affected by the school zone operation
2.4 The time the queue of vehicles takes for it to dissipate after the operation of the school zone
2.5 Plot the…
Chapter 6 Solutions
MindTap Engineering for Garber/Hoel's Traffic and Highway Engineering, 5th Edition, [Instant Access], 1 term (6 months)
Ch. 6 - Prob. 1PCh. 6 - Prob. 2PCh. 6 - Prob. 3PCh. 6 - Prob. 4PCh. 6 - Prob. 5PCh. 6 - Prob. 6PCh. 6 - Prob. 7PCh. 6 - Prob. 8PCh. 6 - Prob. 9PCh. 6 - Prob. 10P
Ch. 6 - Prob. 11PCh. 6 - Prob. 12PCh. 6 - Prob. 13PCh. 6 - Prob. 14PCh. 6 - Prob. 15PCh. 6 - Prob. 16PCh. 6 - Prob. 17PCh. 6 - Prob. 18PCh. 6 - Prob. 19PCh. 6 - Prob. 20PCh. 6 - Prob. 21PCh. 6 - Prob. 22PCh. 6 - Prob. 23PCh. 6 - Prob. 24PCh. 6 - Prob. 25PCh. 6 - The arrival times of vehicles at the ticket gate...Ch. 6 - Prob. 27P
Knowledge Booster
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
- Studies have shown that the traffic flow on a two-lane road adjacent to aschool can be described by the Greenshields model. A length of 0.5 miadjacent to a school is described as a school zone and operates for a periodof 30 min just before the start of school and just after the close of school.The posted speed limit for the school zone during its operation is 15 mi/h.Data collected at the site when the school zone is not in operation showthat the jam density and mean free speed for each lane are 125 veh/mi and57 mi/h. If the demand flow on the highway at the times of operation ofthe school zone is 90% of the capacity of the highway, determine: The speeds of the shock waves created by the operation of the schoolzone, and• The number of vehicles affected by the school zone in the upsream ofthe zone during this 30-minute operation.arrow_forwardHighway 6.2arrow_forwardHighway Engineering: Theory of Traffic Flowarrow_forward
- A traffic volume of 900 vehicles/hour is observed at an approach intersection. Determine the peak flow rate in one hour for the peak hour factor following: 1.00, 0.90, 0.80, 0.70. Create plots and comment on the results.arrow_forwardData obtained from aerial photography showed six vehicles on a 600 ft – long section of road. Traffic data collected at the same time indicated an average time headway of 4 sec. Determine (a) the density on the highway, (b) the flow on the road, and (c) the space mean speed.arrow_forwardNEED FAST AND COMPLETEarrow_forward
- 2. Data obtained from aerial photography showed six vehicles on a 600 ft – long section of road. Traffic data collected at the same time indicated an average time headway of 4 sec. Determine (a) the density on the highway, (b) the flow on the road, and (c) the space mean speed. Ans. k = 52.8 veh/mi, q = 900 veh/h, SMS = 17.0 mi/harrow_forward5. Calculate the minimum passing sight distance required for a two-lane rural roadway that has a posted speed limit of 45 mi/h. The local traffic engineer conducted a speed study of the subject road and found the following: average speed of the passing vehicle was 47 mi/h with an average acceleration of 1.43 mi/h/sec, and the average speed of impeder vehicles was 40 mi/h.arrow_forwardA flow characteristic that is related to the density and obtained from speed data is occupancy. Data obtained from a 6-ft by 6-ft inductive loop detector is used to determine the traffic density. With an occupancy of 9.375%, determine the density, in vehicles per mile, for a mean vehicle length of 27 feet.arrow_forward
- 1) A 6-lane two-way arterial road has a maximum flow of 6,000 vehicles per hour on one direction. It is operating at 3,600 vehicles per hour at time, t=0. A collision occurs, blocking the two lanes, and restricting the flow of the outermostlane to 1,600 vehicles per hour. After 40minutes, the police have cleared the middlelane from accident debris; the operating volume at that time increased to 2,400 vehicles per hour.20 minutes past, the innermost lane was finally cleared of the accident. Traffic returns to normalas soon as the queue has already immoderate. a.Determine the maximum length of queue that occurred. b.How long did it take to dissipate the queue? c.If a vehicle entered the road at t=10 minutes, how long will it take for it to leave the traffic?arrow_forwardData obtained from aerial photography showed six vehicles on a 200 metre long section of road. Traffic data collected at the same time indicated an average time headway of 4 sec. Determine (a) the density on the highway, (b) the flow on the road, and (c) the space mean speed.arrow_forwardIn a traffic safety study to reduce pedestrian-vehicle accidents on a level road segment, it was estimated that by a video camera that vehicles moved during deceleration an average distance of 60 m at the moment before hitting pedestrians. If the average speed on this segment is 80 kph, compute the maximum safest speed of vehicles on this segment assuming a deceleration rate of vehicles is 3.4 m/s². Answer: v= 72.7 kpharrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
Traffic and Highway EngineeringCivil EngineeringISBN:9781305156241Author:Garber, Nicholas J.Publisher:Cengage Learning
Traffic and Highway Engineering
Civil Engineering
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Cengage Learning