NCDOT Traffic Engineering & Control 1 — Questions and Answers
Question 1: According to NCDOT standards, what is the minimum sight distance required at a stop-controlled intersection on a road with a posted speed of 45 mph?
- 335 feet
- 415 feet (Correct answer)
- 500 feet
- 280 feet
Correct answer: 415 feet
NCDOT follows AASHTO guidelines requiring approximately 415 feet of stopping sight distance for a 45 mph posted speed at stop-controlled intersections.
Question 2: Which MUTCD-compliant sign color is used for NCDOT guide signs on the state highway system?
- Blue with white legend
- Brown with white legend
- Green with white legend (Correct answer)
- White with black legend
Correct answer: Green with white legend
MUTCD specifies green with white legend for highway guide signs indicating destinations and distances on state highway systems.
Question 3: What is the standard minimum lateral clearance from the edge of travel lane to a fixed roadside object on a primary North Carolina highway?
- 2 feet
- 6 feet (Correct answer)
- 10 feet
- 14 feet
Correct answer: 6 feet
NCDOT design standards require a minimum 6-foot lateral clearance from the edge of the travel lane to fixed objects on primary highways.
Question 4: Under NCDOT traffic signal timing guidelines, what term describes the total time for a traffic signal to complete one full cycle through all phases?
- Phase interval
- Cycle length (Correct answer)
- Offset period
- Split duration
Correct answer: Cycle length
Cycle length is the total time, in seconds, for a traffic signal to complete one full sequence of all signal phases.
Question 5: Which traffic study does NCDOT primarily require to determine if a traffic signal is warranted at an unsignalized intersection?
- Level of service analysis
- Peak hour factor study
- MUTCD warrant analysis (Correct answer)
- Gap acceptance study
Correct answer: MUTCD warrant analysis
NCDOT requires a MUTCD warrant analysis using the eight warrants defined in the Manual on Uniform Traffic Control Devices to justify signal installation.
Question 6: What is the purpose of a left-turn overlap phase in NCDOT signal design?
- Allows left turns during the opposing through green
- Provides additional green time to a left-turn movement concurrent with a non-conflicting phase (Correct answer)
- Extends pedestrian crossing time at an intersection
- Reduces cycle length by eliminating separate left-turn phases
Correct answer: Provides additional green time to a left-turn movement concurrent with a non-conflicting phase
An overlap phase grants additional green time to a movement—such as a left turn—when it can safely operate concurrently with another non-conflicting phase.
Question 7: According to NCDOT standards, pavement markings that delineate the edge of the roadway on the right side are typically what color?
- Yellow
- White (Correct answer)
- Blue
- Red
Correct answer: White
MUTCD and NCDOT standards specify white edge line markings on the right side of the roadway to delineate the boundary of the travel lane.
According to NCDOT standards, what is the minimum sight distance required at a stop-controlled intersection on a road with a posted speed of 45 mph?