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1. Intersection departure sight triangles should be provided for drivers entering the intersection from a STOP- controlled minor road. What is the intersection departure sight distance for this condition if the AASHTO recommended time gap is 7.5 seconds and the design speed of the major road is 60 mph?
A) 750 feet
B) 660 feet
C) 450 feet
D) 560 feet
2. How is flow rate defined in traffic engineering?
A) The number of vehicles that pass a point per unit of time
B) The average speed of vehicles on a roadway
C) The number of vehicles stopped at an intersection
D) The total distance traveled by vehicles in an hour
3. A professional engineer is asked to sign plans for a traffic signal design they did not supervise. According to the NCEES Model Rules, this action is:
A) Acceptable with client approval
B) An ethics violation
C) Acceptable if the designer is a licensed engineer
D) Acceptable if the engineer reviews the plans
4. The AASHTO "Green Book" recommends using what value of perception-reaction time for calculating Stopping Sight Distance?
A) 2.5 seconds
B) 3.0 seconds
C) 1.5 seconds
D) 2.0 seconds
5. The MUTCD specifies that a "KEEP RIGHT" sign should be used at a median with a width greater than:
A) 4 feet
B) 6 feet
C) 8 feet
D) 10 feet
Solutions:
| Question # 1 Answer: B | Question # 2 Answer: A | Question # 3 Answer: B | Question # 4 Answer: A | Question # 5 Answer: B |
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