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TPCB PTOE Exam Syllabus Topics:

TPCB Professional Traffic Operations Engineer Practice Sample Questions:

Question 1

A Crash Modification Factor that is less than 1.0 indicates that:

A. Crashes will likely be reduced
B. No conclusions about crashes are possible
C. Crashes will likely be increased
D. Crashes will likely be unchanged

Question 2

According to the MUTCD, what is the minimum retroreflectivity level for a white regulatory sign in candelas per lux per square meter?

A. 50 cd/lx/m²
B. 100 cd/lx/m²
C. 70 cd/lx/m²
D. 35 cd/lx/m²

Question 3

For a lane group with two lanes on an approach to a signalized intersection, if the adjusted saturation flow rate is 1,700 vehicles/hour/lane and the effective time is 30 seconds out of a cycle length of 80 seconds, what is the capacity of the lane group?

A. 1,480 vehicles/hour
B. 637 vehicles/hour
C. 1,275 vehicles/hour
D. 1,700 vehicles/hour

Question 4

The most effective means of prohibiting left turn access into driveways is:

A. Non-traversable medians
B. Pork-chop islands in driveway entrance
C. No Left Turn signs
D. One-way driveway signs

Question 5

When timing pedestrian intervals for traffic control signals, what pedestrian walking speed should normally be used?

A. 4.5 feet per second
B. 3.5 feet per second
C. 5.5 feet per second
D. 2.5 feet per second

Solutions: