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TPCB PTOE Exam Syllabus Topics:

SectionWeightObjectives
Traffic Operations Analysis27%- Road User Characteristics and Accommodations
  • 1. Pedestrian and bicycle considerations
  • 2. Driver characteristics
- Freeway Operations
  • 1. Freeway operational analysis
  • 2. Ramp operations
- Intelligent Transportation Systems
  • 1. ITS applications
  • 2. Traffic monitoring systems
- Roadway and Intersection Operations
  • 1. Roadway operations
  • 2. Intersection operations
- Travel Demand Management
  • 1. Demand reduction strategies
  • 2. Transportation management techniques
- Traffic Flow Concepts
  • 1. Capacity concepts
  • 2. Traffic flow theory
Operational Effects of Geometric Designs31%- Intersections
  • 1. Channelization
  • 2. Intersection geometry
- Design Context and Functional Classification
  • 1. Context-sensitive design
  • 2. Functional roadway classifications
- Freeways, Ramps, and Interchanges
  • 1. Interchange configurations
  • 2. Ramp design
- Roadways and Roadsides
  • 1. Cross section design
  • 2. Roadside safety
- Geometric Design Controls and Criteria
  • 1. Design speed
  • 2. Sight distance
- Road User Characteristics and Accommodations
  • 1. Human factors
  • 2. Accessibility considerations
Social, Environmental, and Institutional Issues15%- Transportation and Land Use Planning
  • 1. Land use coordination
  • 2. Transportation planning integration
- Transportation Legal Considerations
  • 1. Engineering liability
  • 2. Transportation regulations
- Environmental Considerations
  • 1. Sustainability
  • 2. Environmental impacts
- Multimodal Considerations
  • 1. Active transportation
  • 2. Transit integration
- Equity and Access
  • 1. Equitable transportation access
  • 2. Inclusive mobility
Traffic Engineering Studies20%- Assessment of Traffic Trends and Performance
  • 1. Trend analysis
  • 2. Performance measures
- Traffic Engineering Study Types and Applications
  • 1. Traffic impact studies
  • 2. Signal studies
- Site Impact Analysis
  • 1. Mitigation measures
  • 2. Development impact analysis
- Operational Characteristics
  • 1. Traffic characteristics
  • 2. Operational performance
- Applied Statistical Analysis
  • 1. Data interpretation
  • 2. Statistical methods
Traffic Safety31%- Safety Countermeasures
  • 1. Traffic calming
  • 2. Engineering countermeasures
- Safe System Approach
  • 1. Risk reduction strategies
  • 2. Safe system principles
- Road Safety Concepts
  • 1. Crash causation
  • 2. Safety performance
- Safety Analysis and Evaluation
  • 1. Safety audits
  • 2. Crash data analysis
Traffic Control Devices26%- Traffic Signal Application
  • 1. Signal timing
  • 2. Signal warrants
- Work Zones and Temporary Applications
  • 1. Temporary traffic control
  • 2. Work zone safety
- Marking Application
  • 1. Pavement markings
  • 2. Lane assignment markings
- Road User Guidance
  • 1. Traveler information systems
  • 2. Wayfinding systems
- Transportation Systems Management and Operations Applications
  • 1. Operational efficiency improvements
  • 2. TSMO strategies
- School Zone Applications
  • 1. School zone control
  • 2. Pedestrian safety treatments
- Roadway Railroad Grade Crossings
  • 1. Safety treatments
  • 2. Crossing control
- Signing Application
  • 1. Regulatory signs
  • 2. Guide signs

TPCB Professional Traffic Operations Engineer Practice Sample Questions:

1. When is the receipt of compensation from more than one party for the same project ethical?

A) Always
B) When all the parties involved know about and agree to the arrangement
C) When the total of all compensation received does not exceed "reasonable" compensation for the type of work performed
D) Never


2. By U.S. federal law, every urbanized area over what population size must have an ongoing transportation planning process?

A) 200,000
B) 50,000
C) 1,000,000
D) 25,000


3. Which of the following is NOT part of a motorist information system:

A) Ramp metering
B) Variable message signing
C) Radio messages
D) In-vehicle guidance


4. When timing pedestrian intervals for traffic control signals, what pedestrian walking speed should normally be used?

A) 2.5 feet per second
B) 3.5 feet per second
C) 4.5 feet per second
D) 5.5 feet per second


5. Under base conditions what is generally considered to be freeway capacity?

A) 1,900 to 2,000 passenger cars per hour per lane
B) 1,250 to 1,500 passenger cars per hour per lane
C) 1,500 to 1,850 passenger cars per hour per lane
D) 2,250 to 2,400 passenger cars per hour per lane


Solutions:

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

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