Q1. (15 Point) . (olve Two from the following) A. (7.5 Point) A driver takes 3.5 s to react to a complex situation while traveling at a speed of 60 mi/h. How far does the vehicle travel before the driver initiates a physical response to the situation (i.e., putting his or her foot on the bake)? B. (7.5 Point) What is the safe stopping distance for a section of rural freeway with a design speed of 80 mi/h on a 3% downgrade? C. (7.5 Point) What minimum radius of curvature may be designed for safe operation of vehicles at 70 mi/h if the maximum ate of superelevation (e) is 6% and the maximum coefficient of side fiction (f) is 0.10?

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Chapter2: Loads On Structures
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: Z Raed First Ex... →
Traffic Engineering Exam
First Exam
Q1. (15 Point) . (olve Two from the following)
A. (7.5 Point) A driver takes 3.5 s to react to a complex situation while traveling at a speed of 60 mi/h.
How far does the vehicle travel before the driver initiates a physical response to the situation (i.e.,
putting his or her foot on the bake)?
B. (7.5 Point) What is the safe stopping distance for a section of rural freeway with a design speed of
80 mi/h on a 3% downgrade?
C. (7.5 Point) What minimum radius of curvature may be designed for safe operation of vehicles at 70
mi/h if the maximum ate of superelevation (e) is 6% and the maximum coefficient of side fiction (f)
is 0.10?
Q2. (15 Point) . (Solve Three from the following)
Assuming a linear speed-density relationship, the mean free-flow speed is observed to be 60 mph near
zero density, and the corresponding jam density is about 120 vehicles per mile.
A. (5 point) What is maximum flow rate (i.e., capacity)?
B. (5 point) Draw the u-k (speed-density) and q-k (flow-density) diagrams and indicate critical values.
C. (5 point) Compute the possible speeds and densities corresponding to a flow rate of 1000 vph,
describing traffic conditions from a driver's point of view.
D. (5 point) Compute the average headway and spacing at the maximum flow rate.
а3. (20 Рoint)
An intersection has a four leges as shown below, Calculate the following:
A. Determine Phasing
B. Determine Critical Lane Groups and Total Cycle Lost Time
c. Calculate Optimal Cycle Length
Road
Two
Pahour trate volumes
Apprhd0 m
Road one
Approch d 40 mih
60 kmh
Note: Any missing value you can assume
SE d mudy
Transcribed Image Text:: Z Raed First Ex... → Traffic Engineering Exam First Exam Q1. (15 Point) . (olve Two from the following) A. (7.5 Point) A driver takes 3.5 s to react to a complex situation while traveling at a speed of 60 mi/h. How far does the vehicle travel before the driver initiates a physical response to the situation (i.e., putting his or her foot on the bake)? B. (7.5 Point) What is the safe stopping distance for a section of rural freeway with a design speed of 80 mi/h on a 3% downgrade? C. (7.5 Point) What minimum radius of curvature may be designed for safe operation of vehicles at 70 mi/h if the maximum ate of superelevation (e) is 6% and the maximum coefficient of side fiction (f) is 0.10? Q2. (15 Point) . (Solve Three from the following) Assuming a linear speed-density relationship, the mean free-flow speed is observed to be 60 mph near zero density, and the corresponding jam density is about 120 vehicles per mile. A. (5 point) What is maximum flow rate (i.e., capacity)? B. (5 point) Draw the u-k (speed-density) and q-k (flow-density) diagrams and indicate critical values. C. (5 point) Compute the possible speeds and densities corresponding to a flow rate of 1000 vph, describing traffic conditions from a driver's point of view. D. (5 point) Compute the average headway and spacing at the maximum flow rate. а3. (20 Рoint) An intersection has a four leges as shown below, Calculate the following: A. Determine Phasing B. Determine Critical Lane Groups and Total Cycle Lost Time c. Calculate Optimal Cycle Length Road Two Pahour trate volumes Apprhd0 m Road one Approch d 40 mih 60 kmh Note: Any missing value you can assume SE d mudy
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