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ATSSA TRAFFIC CONTROL SUPERVISOR RE- CERTIFICATION QUESTIONS WITH CORRECT ANSWERS

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ATSSA TRAFFIC CONTROL SUPERVISOR RE- CERTIFICATION QUESTIONS WITH CORRECT ANSWERS

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ATSSA
Course
ATSSA

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ATSSA TRAFFIC CONTROL SUPERVISOR RE-
CERTIFICATION QUESTIONS WITH CORRECT
ANSWERS 2026-2027

Formula for Min. taper length - CORRECT ANSWER -L=(WS²)/60 for 40MPH or less,
L=WS for 45MPH or more



speed used in formulas should be - CORRECT ANSWER -
The off peak 85th percentile. Which is the speed at or below which 85% of vehicles travel operating s
peed in free flow conditions



Distance of L for 25 MPH with 12' Lane width - CORRECT ANSWER -125'



Distance of L for 35 MPH with 12' Lane width - CORRECT ANSWER -245'



Distance of L for 45 MPH with 12' Lane width - CORRECT ANSWER -540'



Distance of L for 55 MPH with 12' Lane width - CORRECT ANSWER -660'



Distance of L for 65 MPH 12' Lane width - CORRECT ANSWER -780'



Merging Taper Length - CORRECT ANSWER -L Minimum



Shifting Taper Length - CORRECT ANSWER -1/2 L Minimum



Shoulder Taper Length - CORRECT ANSWER -1/3 L Minimum



One-Lane, Two-Way Taper (Flagger taper) Length and number of devices - CORRECT ANSWER -50'-
100' regardless of speed

6 devices 10'-20' apart

, Downstream taper Length - CORRECT ANSWER -50'-100' per lane



Tangent distance (between tapers) - CORRECT ANSWER -2L



Tangent distance before shifting taper - CORRECT ANSWER -1/2L



Activity Area Sub-components (3) - CORRECT ANSWER -Buffer Space

Work Space

Traffic Space



Longitudinal Buffer Space - CORRECT ANSWER -Recovery Area for errant vehicles: Forgiving design

Protects workers and Motorists

Always completely empty or clear

No vehicles, truck-mounted attenuator, equipment, or materials

STRONGLY RECOMMENDED: unless there is a documented reason not to



Termination Area is:



can contain: (2) - CORRECT ANSWER -Where road users are returned to their normal path

extends from the downstream end of the work area to the last device such as end work zone sign

May contain:

end work zone sign: usually 500' past last device

downstream taper = 50'-100' per lane



Recommended Advanced Warning Sign Spaceing: Urban (low speed) - CORRECT ANSWER -100'



Recommended Advanced Warning Sign Spaceing: urban (high speed) - CORRECT ANSWER -350'



Recommended Advanced Warning Sign Spaceing: Rural - CORRECT ANSWER -500'

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