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ATSSA TRAFFIC CONTROL SUPERVISOR RE-CERTIFICATION 100% VERIFIED ANSWERS 2024/2024

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Formula for Min. taper length - ANSWER L=(WS²)/60 for 40MPH or less, L=WS for 45MPH or more speed used in formulas should be - ANSWER The off peak 85th percentile. Which is the speed at or below which 85% of vehicles travel operating speed in free flow conditions Merging Taper Length - ANSWER L Minimum Shifting Taper Length - ANSWER 1/2 L Minimum Shoulder Taper Length - ANSWER 1/3 L Minimum Downstream taper Length - ANSWER 50'-100' per lane Tangent distance (between tapers) - ANSWER 2L Tangent distance before shifting taper - ANSWER 1/2L Distance of L for 25 MPH with 12' Lane width - ANSWER 125' Distance of L for 35 MPH with 12' Lane width - ANSWER 245' Distance of L for 45 MPH with 12' Lane width - ANSWER 540' Distance of L for 55 MPH with 12' Lane width - ANSWER 660' Distance of L for 65 MPH 12' Lane width - ANSWER 780' One-Lane, Two-Way Taper (Flagger taper) Length and number of devices - ANSWER 50'-100' regardless of speed 6 devices 10'-20' apart Activity Area Sub-components (3) - ANSWER Buffer Space Work Space Traffic Space Longitudinal Buffer Space - 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) - 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) - ANSWER 100' Recommended Advanced Warning Sign Spaceing: urban (high speed) - ANSWER 350'

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ATSSA TRAFFIC CONTROL SUPERVISOR RE-CERTIFICATION 100% VERIFIED
ANSWERS 2025/2026| GRADED A+


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

L=WS for 45MPH or more



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



Merging Taper Length - ANSWER L Minimum



Shifting Taper Length - ANSWER 1/2 L Minimum



Shoulder Taper Length - ANSWER 1/3 L Minimum



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



Tangent distance (between tapers) - ANSWER 2L



Tangent distance before shifting taper - ANSWER 1/2L



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



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



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



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

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




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

6 devices 10'-20' apart



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

Work Space

Traffic Space



Longitudinal Buffer Space - 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) - 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) - ANSWER 100'



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