CONTROL EXAM ACTUAL QUESTIONS AND
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1. When setting up a temporary work zone on a two-lane highway, what is the
minimum lateral clearance required between the edge of the travel lane
and workers?
A. 3 feet
B. 5 feet
C. 6 feet
D. 10 feet
Rationale: Florida MUTCD and FDOT guidelines require a minimum
lateral clearance of 6 feet for worker safety in a typical two-lane work zone.
2. Which of the following is the primary function of advance warning signs in
temporary traffic control?
A. Directing vehicles to detours
B. Alerting drivers to upcoming work zones or changes in road
conditions
C. Providing speed enforcement instructions
D. Marking worker positions
Rationale: Advance warning signs are intended to alert drivers of upcoming
work zones so they can adjust speed and prepare for traffic pattern changes.
3. You are deploying traffic control devices for a lane closure on a highway
with a posted speed of 55 mph. According to FDOT standards, what is the
minimum taper length for the channelizing devices?
A. 100 feet
, B. 300 feet
C. 550 feet
D. 1000 feet
Rationale: Taper length is calculated based on speed using FDOT formulas;
for 55 mph, the standard minimum taper for lane closures is 550 feet.
4. Which of the following actions is most critical when a work zone flagger
observes erratic driving behavior approaching the site?
A. Honking at the driver to warn them
B. Stopping traffic until the driver passes safely
C. Ignoring the behavior if the driver is in the far lane
D. Recording the license plate and reporting later
Rationale: Safety of workers and other road users is paramount. Flaggers
must proactively stop traffic to prevent collisions.
5. During nighttime work on a multilane road, retroreflective materials must
be used for:
A. Only signs
B. Only workers’ clothing
C. Only channelizing devices
D. All of the above
Rationale: Visibility in low-light conditions is ensured by retroreflective
materials on signs, apparel, and traffic control devices according to
MUTCD and FDOT standards.
6. Which device is best suited for separating traffic from a work area in
high-speed conditions?
A. Cones
B. Drum lights
C. Concrete barriers
, D. Flaggers
Rationale: Concrete barriers provide maximum protection in high-speed
zones, while cones and drums are primarily for low-speed or short-term
control.
7. What is the recommended spacing for channelizing devices on a highway
with a posted speed of 45 mph for a taper?
A. 10 feet
B. 20 feet
C. 40 feet
D. 60 feet
Rationale: FDOT spacing tables prescribe 60 feet between cones/drums for
tapering at speeds of 45 mph.
8. Which of the following best describes the purpose of a buffer space in
temporary traffic control?
A. Area for parking construction vehicles
B. Zone providing separation between active traffic and workers
C. Location for signs storage
D. Pedestrian crossing area
Rationale: Buffer spaces absorb vehicle intrusion and protect workers by
providing a safety separation.
9. A construction crew needs to close a lane for emergency repairs on a four-
lane divided highway. Which type of lane closure is most appropriate?
A. Moving lane closure
B. Short-term stationary lane closure
C. Rolling lane closure
D. Permanent lane closure
Rationale: For localized emergency repairs, a short-term stationary closure
, allows the work to be completed safely and efficiently without full road
shutdown.
10.In Florida, which manual governs the design and placement of temporary
traffic control devices?
A. OSHA Construction Manual
B. AASHTO Green Book
C. ISO Traffic Manual
D. MUTCD (Manual on Uniform Traffic Control Devices)
Rationale: The MUTCD provides federal and state guidelines for all
temporary traffic control devices in Florida.
11.If a flagger is stationed at a T-intersection with high-speed traffic, the
primary signaling device should be:
A. Flashing beacon
B. Stop/Slow paddle
C. Hand waving only
D. Flashlight without paddle
Rationale: The stop/slow paddle is highly visible and standardized for
controlling traffic at intersections and work zones.
12.A lane closure taper is being set up on a curve. What adjustment should be
made to the taper length?
A. Reduce length by 25%
B. Keep the same as on a straight road
C. Increase length to account for limited sight distance
D. Eliminate taper
Rationale: Curves reduce sight distance, so taper lengths must be increased
to allow adequate driver reaction time.