Traffic and Highway Engineering - With Mindtap
5th Edition
ISBN: 9781305360990
Author: Garber
Publisher: CENGAGE L
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Question
Chapter 8, Problem 3P
To determine
Installation of multi way stop control are satisfied for an intersection or not..
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Students have asked these similar questions
Determine whether the criteria for installation of multi-way stop control are satisfied for an intersection with a total entering volume of 365 veh/h on the major street approaches, 355 veh/h on the minor street approaches, and 8 crashes
within the last 12 months that could be avoided had multi-way stop control been in place.
Criterion for major road traffic volume:
Yes, this criterion is satisfied.
No, this criterion is not satisfied.
Criterion for minor road traffic volume:
○ Yes, this criterion is satisfied.
No, this criterion is not satisfied.
Criterion for crashes:
Yes, this criterion is satisfied.
No, this criterion is not satisfied.
Determine whether the installation of a multi-way stop control is justified.
○ Yes, a multi-way stop control should be installed.
O No, a multi-way stop control should not be installed.
A two-phase signal system is installed at an un-signalized + intersection with channelized left-turn lanes and shared through and right-turn lanes. Using a suitable diagram, determine the possible conflict points. Indicate the phasing system used.
Q3c. At a three leg (T) intersection, the two-way peak hour volume on the minor road is 500 veh/hr and that on the major road is 600 veh/hr. As a Traffic Engineer, what type of intersection control will you propose? What is the basis of your proposal?
Chapter 8 Solutions
Traffic and Highway Engineering - With Mindtap
Ch. 8 - Prob. 1PCh. 8 - Prob. 2PCh. 8 - Prob. 3PCh. 8 - Prob. 4PCh. 8 - Prob. 5PCh. 8 - Prob. 6PCh. 8 - Prob. 7PCh. 8 - Prob. 8PCh. 8 - Prob. 9PCh. 8 - Prob. 10P
Ch. 8 - Prob. 11PCh. 8 - Prob. 12PCh. 8 - Prob. 13PCh. 8 - Prob. 14PCh. 8 - Prob. 15PCh. 8 - Prob. 16PCh. 8 - Prob. 17PCh. 8 - Prob. 18PCh. 8 - Prob. 19PCh. 8 - Prob. 20PCh. 8 - Prob. 21PCh. 8 - Prob. 22PCh. 8 - Prob. 23PCh. 8 - Prob. 24PCh. 8 - Prob. 25PCh. 8 - Prob. 26PCh. 8 - Prob. 27PCh. 8 - Prob. 28P
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- select all correct options.arrow_forwardA signalized intersection has two lane groups. The two WBT lanes (lane group #1) have a total volume of 863 pc/h and an average control delay of 24.5 seconds. The one WBL lane (lane group #2) has a volume of 203 pc/h and an average control delay of 36.5 seconds. What is the approach's LOS? Group of answer choices LOS A LOS D LOS C LOS Barrow_forwardTwo adjacent signalized intersections along a major arterial are 650 ft apart (stop line to stop line distance). If the space mean speed between these two intersections is 22 mph, what should be the signal offset of the downstream intersection relative to the upstream intersection? Group of answer choices 20.0 sec 13.5 sec 40.0 sec 29.5 secarrow_forward
- A developer has applied for a construction permit to build a supermarket at the southeast cornerof an intersection that is formed by a four-lane divided highway in the east-west direction and atwo-lane road in the north-south direction. Traffic on the two-lane road is controlled by a stop signat the intersection. The speed limit on the four-lane highway is 88 km/h. using the sight trianglerequirements at the intersection (Case B1), determine whether permission should be given for theconstruction if the following conditions exist. Provide a diagram for your solution.Major road lane width = 3.6 mMinor road lane width = 3.3 mMedian lane = 2.8 mDesign vehicle is a passenger carApproach grade = 2%Maximum feasible distance building from the center of the nearest lane of four-lane road = 5.4 mMaximum feasible distance building from the center of the nearest lane of two-lane road = 16.5 marrow_forwardAnswer True/False to the following: 1) A strong degree of uniformity in the design of traffic facilities guarantees uniform reactions from drivers. 2) The traffic signal warrant that several agencies do not recommend using is the Peak Hour Traffic Volume warrant. 3) It is reasonable to use a higher unit extension time value on an actuated signal approaches with higher speeds. 4) According to the Roundabout Design Guide volume-to-capacity ratio of 0.85 must be the threshold for acceptable operation at a roundabout entry.arrow_forwardSolve problem 3 plearrow_forward
- For the traffic characteristics and signal phasing system shown below, determine suitable phase lengths for the intersection using the Webster method. For each approach, assume one dedicated left-turn lane, one through lane, and one through-right lane.arrow_forwardIn order to determine the DHV from a traffic count worksheet, the first step is to: Group of answer choices Calculate the PHF of each approach Determine which hour has the highest total intersection volume in veh/hr Convert all of the turning counts from veh/15-min to veh/hr Calculate the PHF of the intersectionarrow_forwardDraw a space – time diagram for traffic within a tunnel. Assuming there exist a 2-lane before the tunnel but the tunnel itself is 1-lane and after the tunnel the road returns to being a 2-lane.arrow_forward
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