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ATSSA Traffic Control Supervisor Re-certification (missing some basics) ACTUAL EXAM QUESTIONS WITH COMPLETE SOLUTION GUIDE (A+ GRADED 100% VERIFIED) LATEST VERSION 2025!!

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ATSSA Traffic Control Supervisor Re-certification (missing some basics) ACTUAL EXAM QUESTIONS WITH COMPLETE SOLUTION GUIDE (A+ GRADED 100% VERIFIED) LATEST VERSION 2025!!

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ATSSA Traffic Control Supervisor Re-certification
Course
ATSSA Traffic Control Supervisor Re-certification









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Institution
ATSSA Traffic Control Supervisor Re-certification
Course
ATSSA Traffic Control Supervisor Re-certification

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Uploaded on
May 27, 2025
Number of pages
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Written in
2024/2025
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Exam (elaborations)
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ATSSA Traffic Control Supervisor Re-certification (missing some
ATSSA Traffic Control Supervisor Re-certification (missing some basics)
basics)Study
ACTUAL EXAM QUESTIONS WITH COMPLETE SOLUTION
online at https://quizlet.com/_4m7ng0
GUIDE (A+ GRADED 100% VERIFIED) LATEST VERSION 2025!!
1. L=(WS²)/60 for 40MPH or less, Formula for Min. taper length
L=WS for 45MPH or more

2. The off peak 85th percentile. speed used in formulas should be
Which is the speed at or below
which 85% of vehicles travel op-
erating speed in free flow con-
ditions

3. 125' Distance of L for 25 MPH with 12' Lane width

4. 245' Distance of L for 35 MPH with 12' Lane width

5. 540' Distance of L for 45 MPH with 12' Lane width

6. 660' Distance of L for 55 MPH with 12' Lane width

7. 780' Distance of L for 65 MPH 12' Lane width

8. L Minimum Merging Taper Length

9. 1/2 L Minimum Shifting Taper Length

10. 1/3 L Minimum Shoulder Taper Length

11. 50'-100' regardless of speed One-Lane, Two-Way Taper (Flagger taper) Length and num-
6 devices 10'-20' apart ber of devices

12. 50'-100' per lane Downstream taper Length

13. 2L Tangent distance (between tapers)

14. 1/2L Tangent distance before shifting taper

15. Activity Area Sub-components (3)
1/7

, ATSSA Traffic Control Supervisor Re-certification (missing some basics)
Study online at https://quizlet.com/_4m7ng0

Buffer Space
Work Space
Traffic Space

16. Recovery Area for errant vehi- Longitudinal Buffer Space
cles: Forgiving design
Protects workers and Mo-
torists
Always completely empty or
clear
No vehicles, truck-mounted at-
tenuator, equipment, or materi-
als
STRONGLY RECOMMENDED:
unless there is a documented
reason not to

17. Where road users are returned Termination Area is:
to their normal path
extends from the downstream can contain: (2)
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

18. 100' Recommended Advanced Warning Sign Spaceing: Urban
(low speed)

19. 350'
2/7

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