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TPCB PTOE Exam Syllabus Topics:

TPCB Professional Traffic Operations Engineer Practice Sample Questions:

1. An owner entered into an oral agreement with a licensed engineer to perform a condition appraisal of an old building. The engineer determined the building was too dangerous for occupancy and suggested demolition.
The owner refused to pay. Under state law permitting oral contracts, which is the fairest result?

A) The engineer is entitled to fees because he had a valid agreement with the owner
B) The engineer is not entitled to fees since the report caused the building to shut down
C) The engineer is not entitled to fees because there was no written agreement
D) Both A and B

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

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

3. The NCEES Model Rules of Professional Conduct prohibits the registered engineer from doing all but one of the following. Which one can the engineer do?

A) Accept compensation from more than one party for services on the same project, once the circumstances are fully disclosed and agreed to by all parties
B) Giving gifts to people in order to promote business and obtain work
C) Indiscriminately criticize the work of another registered engineer
D) Affix a signature or seal to any plans or documents not prepared under the engineer's control and supervision

4. 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

5. A signalized intersection has a cycle length of 90 seconds, with an effective green time of 30 seconds for the northbound approach. If the saturation flow rate is 1,800 vehicles per hour per lane and the approach has two lanes, what is the capacity of the northbound approach?

A) 600 vehicles/hour
B) 2,400 vehicles/hour
C) 1,200 vehicles/hour
D) 1,800 vehicles/hour

Solutions: