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TPCB PTOE Exam Syllabus Topics:

Section	Weight	Objectives
Topic 1: Social, Environmental, and Institutional Issues	15%	- Transportation and Land Use Planning 1. Land use coordination 2. Transportation planning integration - Multimodal Considerations 1. Transit integration 2. Active transportation - Transportation Legal Considerations 1. Transportation regulations 2. Engineering liability - Equity and Access 1. Equitable transportation access 2. Inclusive mobility - Environmental Considerations 1. Environmental impacts 2. Sustainability
Topic 2: Traffic Operations Analysis	27%	- Intelligent Transportation Systems 1. Traffic monitoring systems 2. ITS applications - Travel Demand Management 1. Transportation management techniques 2. Demand reduction strategies - Freeway Operations 1. Ramp operations 2. Freeway operational analysis - Traffic Flow Concepts 1. Capacity concepts 2. Traffic flow theory - Road User Characteristics and Accommodations 1. Driver characteristics 2. Pedestrian and bicycle considerations - Roadway and Intersection Operations 1. Intersection operations 2. Roadway operations
Topic 3: Traffic Control Devices	26%	- Road User Guidance 1. Traveler information systems 2. Wayfinding systems - Signing Application 1. Guide signs 2. Regulatory signs - Roadway Railroad Grade Crossings 1. Safety treatments 2. Crossing control - School Zone Applications 1. Pedestrian safety treatments 2. School zone control - Marking Application 1. Lane assignment markings 2. Pavement markings - Traffic Signal Application 1. Signal timing 2. Signal warrants - Work Zones and Temporary Applications 1. Temporary traffic control 2. Work zone safety - Transportation Systems Management and Operations Applications 1. TSMO strategies 2. Operational efficiency improvements
Topic 4: Operational Effects of Geometric Designs	31%	- Geometric Design Controls and Criteria 1. Sight distance 2. Design speed - Road User Characteristics and Accommodations 1. Accessibility considerations 2. Human factors - Intersections 1. Channelization 2. Intersection geometry - Roadways and Roadsides 1. Cross section design 2. Roadside safety - Freeways, Ramps, and Interchanges 1. Interchange configurations 2. Ramp design - Design Context and Functional Classification 1. Context-sensitive design 2. Functional roadway classifications
Topic 5: Traffic Engineering Studies	20%	- Operational Characteristics 1. Traffic characteristics 2. Operational performance - Site Impact Analysis 1. Development impact analysis 2. Mitigation measures - Assessment of Traffic Trends and Performance 1. Performance measures 2. Trend analysis - Traffic Engineering Study Types and Applications 1. Traffic impact studies 2. Signal studies - Applied Statistical Analysis 1. Statistical methods 2. Data interpretation
Topic 6: Traffic Safety	31%	- Safety Countermeasures 1. Traffic calming 2. Engineering countermeasures - Safe System Approach 1. Safe system principles 2. Risk reduction strategies - Road Safety Concepts 1. Safety performance 2. Crash causation - Safety Analysis and Evaluation 1. Safety audits 2. Crash data analysis

TPCB Professional Traffic Operations Engineer Practice Sample Questions:

1. A "short term stationary" temporary traffic control zone occupies a location for:

A) More than 1 day and up to 3 days
B) More than 1 hour within a single daylight period
C) Less than 1 hour
D) Less than 10 hours, day or night

2. A conflict of interest is best addressed by:

A) Handling the decision with the utmost confidentiality
B) Disclosing the situation and discussing the need for recusal with an engineering supervisor
C) Immediately notify the state board of the conflict of interest
D) Always disclosing the situation and recusing yourself

3. What is the minimum length of a crest vertical curve on a road with a design speed of 60 mph, an algebraic difference in grades of 4%, and a K-value of 151, per AASHTO standards?

A) 906 feet
B) 755 feet
C) 1,057 feet
D) 604 feet

4. Which of the following be LEAST likely to serve as a traffic calming strategy?

A) Diagonal diverter
B) Cul-de-sac
C) Parking prohibition
D) Speed humps

5. A traffic engineer conducted a study on a basic freeway segment. The average space mean speed was 30 mi/h.
The flow rate was 1,800 veh/h. What was the density of flow?

A) 60 veh/mi
B) 30 veh/mi
C) 45 veh/mi
D) 75 veh/mi

Solutions:

Question # 1
Answer: B

Question # 2
Answer: B

Question # 3
Answer: D

Question # 4
Answer: C

Question # 5
Answer: A