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TPCB PTOE Exam Syllabus Topics:
| Section | Weight | Objectives |
|---|---|---|
| Topic 1: Operational Effects of Geometric Designs | 31% | - Intersections
|
| Topic 2: Traffic Operations Analysis | 27% | - Freeway Operations
|
| Topic 3: Traffic Safety | 31% | - Road Safety Concepts
|
| Topic 4: Social, Environmental, and Institutional Issues | 15% | - Multimodal Considerations
|
| Topic 5: Traffic Engineering Studies | 20% | - Traffic Engineering Study Types and Applications
|
| Topic 6: Traffic Control Devices | 26% | - Road User Guidance
|
TPCB Professional Traffic Operations Engineer Practice Sample Questions:
1. The U.S. Manual on Uniform Traffic Control Devices specifies that the diamond symbol on signs is to be used exclusively for:
A) Electronic toll collection lanes
B) Two way left turn lanes
C) Reversible lanes
D) High occupancy vehicle lanes
2. 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) Giving gifts to people in order to promote business and obtain work
B) 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
C) Affix a signature or seal to any plans or documents not prepared under the engineer's control and supervision
D) Indiscriminately criticize the work of another registered engineer
3. In a temporary traffic control zone on a freeway with a speed limit of 65 mph, a 12-foot lane is to be closed.
Using the MUTCD formula L = W × S, what is the required taper length?
A) 850 feet
B) 910 feet
C) 650 feet
D) 780 feet
4. A freeway ramp meter operates at a rate of 4 seconds per vehicle during peak hours. What is the maximum hourly flow rate for a single-lane ramp?
A) 1,500 vehicles/hour
B) 1,200 vehicles/hour
C) 900 vehicles/hour
D) 600 vehicles/hour
5. 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) 3.8 seconds
B) 5.5 seconds
C) 4.7 seconds
D) 6.1 seconds
Solutions:
| Question # 1 Answer: D | Question # 2 Answer: B | Question # 3 Answer: D | Question # 4 Answer: C | Question # 5 Answer: B |
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