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TPCB Professional Traffic Operations Engineer Practice Sample Questions:

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

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

2. Purple pavement markings may be used to supplement lane line or edge line markings for:

A) Bicycle lanes
B) Reversible lanes
C) High occupancy vehicle lanes
D) Electronic toll collection lanes

3. For an approach to a signalized intersection with a posted speed limit of 40 mph, a cross street width of 70 feet, and level grades, what is the minimum total change period (Yellow Change plus Red Clearance intervals) using the "ITE procedure)?

A) 4.7 seconds
B) 6.1 seconds
C) 5.5 seconds
D) 3.8 seconds

4. What are the colors most commonly used for regulatory signs?

A) White, black, and red
B) White, black, and yellow
C) Red, white, and green
D) Black, yellow, and red

5. There is a sharp curve on a rural collector highway with an 50 mph (80 km/h) speed limit. The comfortable speed on the curve is determined to be 35 mph (56 km/h). What is the MOST appropriate sign display for this condition?

A) A 35 mph speed limit sign
B) One or more chevron signs
C) A Turn sign with advisory speed plaque
D) A Curve sign with advisory speed plaque

Solutions: