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TPCB Professional Traffic Operations Engineer Practice Exam Sample Questions (Q93-Q98):

NEW QUESTION # 93
A signalized intersection has a peak hour factor (PHF) of 0.80 based on 15-minute counts of 400, 350, 300, and 250 vehicles. What is the hourly volume?

A. 1,300 vehicles/hour
B. 1,400 vehicles/hour
C. 1,500 vehicles/hour
D. 1,600 vehicles/hour

Answer: B

NEW QUESTION # 94
The AASHTO "Green Book" recommends using what value of perception-reaction time for calculating Stopping Sight Distance?

A. 2.5 seconds
B. 1.5 seconds
C. 2.0 seconds
D. 3.0 seconds

Answer: A

NEW QUESTION # 95
A traffic engineer is designing a roundabout with a design speed of 25 mph. Per AASHTO, what is the minimum radius of the central island to ensure safe navigation?

A. 50 feet
B. 65 feet
C. 95 feet
D. 80 feet

Answer: B

NEW QUESTION # 96
A freeway with three lanes per direction experiences an incident blocking two lanes. According to typical capacity reduction factors, what is the percent capacity reduction?

A. 65%
B. 100%
C. 83%
D. 51%

Answer: C

NEW QUESTION # 97
According to the Highway Capacity Manual (HCM), what is the ideal free-flow speed adjustment for a freeway with a lane width of 11 feet and a right-shoulder clearance of 2 feet?

A. 3.8 mph reduction
B. 5.2 mph reduction
C. 2.5 mph reduction
D. 6.7 mph reduction

Answer: B

NEW QUESTION # 98
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