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TPCB PTOE Exam Syllabus Topics:
| Section | Weight | Objectives |
|---|---|---|
| Traffic Safety | 20% | - Safety systems and programs - Safety analysis and evaluation - Roadway and roadside safety concepts - Safety countermeasures |
| Social, Environmental and Institutional Issues | 10% | - Environmental impacts - Intermodal considerations - Urban and regional planning - Transportation laws and ordinances |
| Traffic Control Devices | 16% | - Temporary traffic control - Signs and markings - Work zone traffic control - Traffic signals and control systems |
| Operational Effects of Geometric Designs | 21% | - Interchange configurations - Roadway cross section elements - Intersection layout and elements - Geometric design controls and criteria - Design context and functional classification |
| Traffic Engineering Studies | 15% | - Impact and feasibility studies - Simulation and modeling - Capacity and level of service analysis - Data collection and analysis |
| Traffic Operations Analysis | 18% | - Site impact analysis - Freeway operations - Road user characteristics and accommodations - Roadway and intersection operations - Traffic flow concepts - Intelligent transportation systems - Travel demand management |
TPCB Professional Traffic Operations Engineer Practice Sample Questions:
1. For a signalized intersection, the ITE procedure recommends a yellow change interval based on a perception- reaction time of 1 second and a deceleration rate of 10 ft/s². For a 45 mph approach with a 60-foot intersection width, what is the minimum yellow change interval?
A) 4.6 seconds
B) 5.0 seconds
C) 3.8 seconds
D) 4.2 seconds
2. Although crash involvement rates (crashes per 100,000 population) are highest for the five- to fifteen-year-old pedestrians, pedestrian fatality rates are highest for what age group?
A) 70 years old and above
B) 18 to 25 years old
C) 1 to 5 years old
D) 12 to 16 years old
3. A signalized intersection has a lost time of 4 seconds per phase and 4 phases. If the desired volume-to- capacity ratio is 0.85, what is the minimum cycle length to handle a critical lane volume of 1,200 vehicles
/hour?
A) 80 seconds
B) 60 seconds
C) 100 seconds
D) 120 seconds
4. A traffic engineer is evaluating a freeway segment with a time mean speed of 60 mph and a variance of 25 mph². What is the space mean speed?
A) 60.0 mph
B) 57.5 mph
C) 58.2 mph
D) 59.0 mph
5. The MUTCD specifies that a "No U-Turn" sign should be installed at an intersection where the turning radius is less than:
A) 40 feet
B) 50 feet
C) 30 feet
D) 60 feet
Solutions:
| Question # 1 Answer: A | Question # 2 Answer: A | Question # 3 Answer: C | Question # 4 Answer: C | Question # 5 Answer: A |
