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TPCB Professional Traffic Operations Engineer Practice : PTOE

PTOE

Exam Code: PTOE

Exam Name: Professional Traffic Operations Engineer Practice Exam

Updated: Aug 03, 2026

Q & A: 179 Questions and Answers

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TPCB PTOE Exam Syllabus Topics:
SectionObjectives
Traffic Data Collection and Studies- Traffic counts and surveys
- Travel time and delay studies
Traffic Flow Theory- Queueing theory fundamentals
- Speed, flow, and density relationships
Traffic Safety Analysis- Crash data analysis and interpretation
- Safety countermeasures and evaluation
Traffic Control Devices and Standards- MUTCD principles and applications
- Signage, markings, and roadway controls
Intelligent Transportation Systems (ITS)- ITS technologies and applications
- Traffic management systems
Traffic Signal Systems- Signal coordination and optimization
- Signalized intersection design and timing
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:

1. According to the AASHTO Green Book, what is the minimum stopping sight distance for a road with a design speed of 70 mph, a downgrade of 3%, and a driver eye height of 3.5 feet?

A) 820 feet
B) 905 feet
C) 615 feet
D) 730 feet


2. A Crash Modification Factor that is less than 1.0 indicates that:

A) No conclusions about crashes are possible
B) Crashes will likely be unchanged
C) Crashes will likely be reduced
D) Crashes will likely be increased


3. A project was awarded at a lump sum price of $2 million with 10% retainage. The construction is 95% complete and substantially complete. The amount the owner should retain is nearly:

A) $190,000
B) $200,000
C) $100,000
D) $0


4. The U.S. Manual on Uniform Traffic Control Devices specifies that the diamond symbol on signs is to be used exclusively for:

A) Two way left turn lanes
B) High occupancy vehicle lanes
C) Reversible lanes
D) Electronic toll collection lanes


5. For a signalized intersection with a volume-to-capacity ratio of 0.95 and a cycle length of 80 seconds, what is the average control delay per vehicle per the HCM?

A) 55 seconds
B) 35 seconds
C) 45 seconds
D) 65 seconds


Solutions:

Question # 1
Answer: A
Question # 2
Answer: C
Question # 3
Answer: A
Question # 4
Answer: B
Question # 5
Answer: A

Related Certifications
Professional Traffic Operations Engineer
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