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TPCB Professional Traffic Operations Engineer Practice Exam Sample Questions (Q56-Q61):

NEW QUESTION # 56
A crash analysis reveals that a rural intersection has a crash rate of 80 crashes per 100 million vehicle miles.
The segment is 2.5 miles long, with an AADT of 10,000 vehicles per day over 3 years. How many crashes occurred?

A. 28 crashes
B. 22 crashes
C. 15 crashes
D. 34 crashes

Answer: A

NEW QUESTION # 57
Intersection departure sight triangles should be provided for drivers entering the intersection from a STOP- controlled minor road. What is the intersection departure sight distance for this condition if the AASHTO recommended time gap is 7.5 seconds and the design speed of the major road is 60 mph?

A. 450 feet
B. 750 feet
C. 560 feet
D. 660 feet

Answer: D

NEW QUESTION # 58
Using the AASHTO calculation method, what is stopping sight distance for a road with a design speed of 60 mph and level grades?

A. 380 feet
B. 910 feet
C. 570 feet
D. 420 feet

Answer: C

NEW QUESTION # 59
The Manual on Uniform Traffic Control Devices states that when a speed limit within a speed zone is posted, it should be within 5 mph of what?

A. The 85th percentile speed of free-flowing traffic
B. The design speed of the roadway
C. The 15th percentile speed of free-flowing traffic
D. The average speed of all traffic

Answer: A

NEW QUESTION # 60
A traffic engineer calculates an intersection sight distance of 750 feet for a left turn from a stop-controlled minor road onto a major road with a design speed of 55 mph. What is the AASHTO time gap used?

A. 8.5 seconds
B. 7.5 seconds
C. 7.0 seconds
D. 8.0 seconds

Answer: D

NEW QUESTION # 61
......

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Ron Reed Ron Reed

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