Traffic and Highway Engineering
5th Edition
ISBN: 9781305156241
Author: Garber, Nicholas J.
Publisher: Cengage Learning
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Question
Chapter 8, Problem 11P
To determine
For each approach determine the yellow interval length and howto provide it.
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A traffic signal control is being designed for a four-leg intersection on a divided highway with the characteristics shown in the table below.
N-S Approaches
E-W Approaches
Median width, (ft)
16
12
Number of 12 ft lanes on each approach
3
2
Design speed, mph
50
40
Grade
0%
3%
Determine the minimum green times (in s) for each approach if the effective crosswalk width in each direction is 8 ft and the number of pedestrians crossing during an interval is 22 in the N-S direction and 31 in the E-W direction. (Assume the average speed of pedestrians is 3.5 ft/s, and that it is feasible to disregard the yellow change and red clearance intervals.)
A traffic signal control is being designed for a four-leg intersection on a divided highway with the characteristics shown in the table below.
N-S Approaches
E-W Approaches
Median width, (ft)
16
12
Number of 12 ft lanes on each approach
3
2
Design speed, mph
50
40
Grade
0%
3%
Determine the minimum green times (in s) for each approach if the effective crosswalk width in each direction is 8 ft and the number of pedestrians crossing during an interval is 31 in the N-S direction and 34 in the E-W direction. (Assume the average speed of pedestrians is 3.5 ft/s, and that it is feasible to disregard the yellow change and red clearance intervals.)
Gmin, N-S = s
Gmin, E-W = s
A signalized intersection has four approaches. If the north, south, east, and west approaches have average control delays of 21, 25, 34, and 32 seconds, respectively, and their respective volumes are 198, 176, 265, and 303 pc/h, what is the intersection LOS?
Group of answer choices
LOS C
LOS B
LOS A
LOS D
Chapter 8 Solutions
Traffic and Highway Engineering
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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- Two 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_forwardAnswer the following: True/False: Adjusting the yellow interval at an intersection may be used to address dilemma zone at a signalized intersection approach. True/False: Using a peak hour factor of 0.95 or higher when determining critical cycle length ensures that during peak hour there is as little unused green time as possible. True/False: Traffic treatment of channelized right turns is not addressed in the HCM as a deterministic treatment. True/False: MUTCD traffic signal warrant provide option for using lower volume thresholds for signalizing intersections in isolated rural communities.arrow_forwardTask 3: The Intersection design a. Describe the various principles involved in the design of at-grade intersections and the different types of at-grade intersections. Also, give an example of an appropriate location for the use of each type. b. Design a suitable signal phasing system and phase lengths for the intersection using the Webster method. Show a detailed layout of the phasing system and the intersection geometry used for the geometric and traffic characteristics shown in table 6 below. And the saturation flow of the intersection is shown in table 7 Discuss the effect of increasing saturation flow rates by 10% higher on the cycle length? Table 6:The geometric and traffic characteristics of the intersection Approach (Width) North (56m) South (56 m) East (68m) West (68m) Peak hour approach volumes Left turn 133 73 168 134 Through movement 420 373 563 516 Right turn 140 135 169 178 Conflicting pedestrian volumes 900 1200 1200 900 PHF 0.95 0.95 0.95 0.95…arrow_forward
- a) A lane merge warning sign (shown below) is being installed near an entrance ramp on a freeway with operating speeds of 80 mph. Calculate the appropriate advance placement distance (to the nearest foot) for the sign assuming a perception-reaction time of 14 seconds for the vehicle avoidance maneuver. b) A curve or turn warning sign is to be installed near a single curve with a 28 mph design speed (per ball-bank indicator) on a rural 2-lane roadway. The prevailing speed of traffic on the approaching tangent section is 62 mph. Calculate the advance placement distance upstream of the curve PC for this sign (to the nearest foot). Also indicate the appropriate sign to be used (curve or turn) and the appropriate safe advisory speed if one is to be posted for this curve.arrow_forwardQ4b. What are the relevance of the following considerations in traffic signal timing design? i. Incorporating all-red interval in the inter-green period ii. Conversion of all vehicle categories to passenger car units (PCU)arrow_forwardHow long should the “yellow” signal be for vehicles approaching a traffic signal on a 2% descent at 35 miles per hour? Use a standard reaction time of 1.0 second and standard AASHTO deceleration rate.arrow_forward
- If there is no pedestrian traffic, the yellow interval needed by northbound vehicles to clear the intersection travelling at a speed of 35 mph is: Question 16 options: 4.6 sec 5.0 sec 4.75 sec none of the abovearrow_forwardCompute the minimum passing sight distance for the following data: Speed of the passing car = 96 kphSpeed of the overtaken vehicle = 80 kphTime of initial maneuver = 4 secsAverage acceleration = 2.4 kph/secTime passing vehicle occupies the left lane = 9 secsTime the passing vehicle meets the vehicle originally occupying the left lane = 6 secarrow_forwardDetermine the approximate center to center spacing of vehicles in a certain lane if the average speed of the cars using that particular lane is 40 kph and the volume of traffic is 800 vpharrow_forward
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