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TPCB Professional Traffic Operations Engineer Practice Sample Questions:

1. For a signalized intersection, the ITE procedure recommends a yellow change interval based on a perception- reaction time of 1 second and a deceleration rate of 10 ft/s². For a 45 mph approach with a 60-foot intersection width, what is the minimum yellow change interval?

A) 4.6 seconds
B) 3.8 seconds
C) 4.2 seconds
D) 5.0 seconds

2. The MUTCD specifies that a "No U-Turn" sign should be installed at an intersection where the turning radius is less than:

A) 50 feet
B) 30 feet
C) 60 feet
D) 40 feet

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

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

4. By using daily and monthly expansion factors, future raw traffic count can be adjusted to estimate AADT. If the April ADT for a road is 3078 and the AADT for the road is 3419, what is the April expansion factor?

A) 1.11
B) 0.90
C) 1.72
D) 1.53

5. For a signalized intersection with a pedestrian crossing distance of 80 feet and a pedestrian walking speed of
3.5 ft/s, what is the minimum pedestrian clearance interval, including a 3-second buffer?

A) 25 seconds
B) 28 seconds
C) 31 seconds
D) 22 seconds

Solutions: