Ohio Transportation Engineer Certification Exam | Q&A PE Civil Verified | PDF

Ohio Transportation Engineer Certification
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b Exam Practice Questions And Correct
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b Answers (Verified Answers) Plus Rationales b b b b




b 2026|2027 Q&A | Instant Download Pdf b b b b b




1. What is the primary purpose of transportation engineering?
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A. To maximize fuel consumption
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B. To ensure safe, efficient, and convenient movement of people and
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b goods
C. To minimize the use of transportation infrastructure
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D. To regulate vehicle manufacturing
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Rationale: Transportation engineering focuses on planning, design, and
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b operation of systems for safe and efficient movement of people and goods.
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2. The functional classification system divides highways based on:
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A. Number of lanes b b




B. Type of pavement
b b

,C. Service provided and volume of traffic
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D. Design speed only b b




Rationale: Functional classification is based on the roadway’s purpose—
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b mobility versus accessibility—and the traffic it serves.
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3. Which of the following is NOT a typical component of transportation
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b demand forecasting?
b




A. Trip generation
b




B. Trip distribution
b




C. Traffic light calibration
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D. Mode choice b




Rationale: Traffic light calibration is part of operations, not forecasting
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b models which focus on travel behavior.
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4. In geometric design, the term “superelevation” refers to:
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A. Vertical clearance over bridges
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B. Banking of a roadway curve to counteract lateral acceleration
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C. Maximum grade on a highway b b b b




D. Transition length of a taper b b b b




Rationale: Superelevation tilts the road cross-section to help vehicles
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b maintain traction and reduce skidding on curves.
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,5. Which federal agency primarily governs transportation safety standards in
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b the United States?
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A. EPA
B. FHWA
C. OSHA
D. USACE
Rationale: The Federal Highway Administration (FHWA) sets and enforces
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b highway design and safety standards nationwide.
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6. The 85th percentile speed is used for:
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A. Maximum vehicle weight determination
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B. Bridge load ratings
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C. Setting speed limits
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D. Calculating pavement strength b b




Rationale: Speed limits are commonly based on the 85th percentile speed,
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b representing a speed most drivers consider safe.
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7. The term AADT stands for:
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A. Average Annual Demand Traffic
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B. Average Annual Daily Traffic
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C. Annual Average Design Time
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D. Aggregate Annual Data Trend b b b

, Rationale: AADT is the total volume of vehicle traffic over a year divided by
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b 365 days.
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8. What is the primary factor influencing sight distance design?
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A. Weather
B. Driver perception-reaction time
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C. Pavement type b




D. Vehicle color b




Rationale: Sight distance calculations rely on driver reaction time, vehicle
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b speed, and stopping distance.
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9. A design vehicle is selected to represent:
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A. The average car on the road
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B. The most critical vehicle that affects design elements
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C. The heaviest truck on record
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D. The smallest possible vehicle
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Rationale: The design vehicle governs lane width, turning radii, and
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b intersection layout for safety and efficiency.
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10. The “green time” in a traffic signal phase refers to:
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A. Duration of all-red clearance b b b




B. Time allocated for traffic to move through an intersection
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