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TPCB PTOE Exam Syllabus Topics:
| Section | Objectives |
|---|---|
| Traffic Control Devices and Standards | - Signage, markings, and roadway controls - MUTCD principles and applications |
| Traffic Flow Theory | - Queueing theory fundamentals - Speed, flow, and density relationships |
| Traffic Signal Systems | - Signalized intersection design and timing - Signal coordination and optimization |
| Traffic Safety Analysis | - Crash data analysis and interpretation - Safety countermeasures and evaluation |
| Traffic Data Collection and Studies | - Traffic counts and surveys - Travel time and delay studies |
| Intelligent Transportation Systems (ITS) | - ITS technologies and applications - Traffic management systems |
| Traffic Operations Fundamentals | - Principles of traffic operations - Traffic stream characteristics |
| Capacity Analysis | - Highway capacity concepts - Level of Service (LOS) analysis |
TPCB Professional Traffic Operations Engineer Practice Sample Questions:
Question 1
Which is NOT a site specific transportation demand management program element:
A. Telecommuting
B. Flextime
C. Growth management
D. Alternative modes of transportation
Question 2
On a freeway with a density of traffic flow of 60 vehicles per mile and a space mean speed of 40 mph, what is the average headway?
A. 2.1 seconds per vehicle
B. 1.8 seconds per vehicle
C. 1.5 seconds per vehicle
D. 1.2 seconds per vehicle
Question 3
An intersection is STOP-controlled on the minor approach. The design speed of the major road is 50 mph.
The major road is 1 lane in each direction, terrain is level. What is the required intersection sight distance for a single-unit truck wishing to make a left turn onto the major road?
A. 423 feet
B. 698 feet
C. 750 feet
D. 625 feet
Question 4
For a horizontal curve on a road with a design speed of 65 mph, a superelevation rate of 8%, and a side friction factor of 0.12, what is the minimum radius per AASHTO?
A. 1,200 feet
B. 1,650 feet
C. 1,350 feet
D. 1,500 feet
Question 5
If 600 vehicles are observed in a 15-minute interval, what is the equivalent hourly flow rate?
A. 2,400 vehicles per hour
B. 1,200 vehicles per hour
C. 3,000 vehicles per hour
D. 1,800 vehicles per hour
Solutions:
| Question 1 Answer: C | Question 2 Answer: C | Question 3 Answer: B | Question 4 Answer: C | Question 5 Answer: A |
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