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Page 6H-54 	 August 2011
Typical Traffic Control
Non-Stationary Operation on a Two-Lane Roadway Using Flaggers
(Figure TTC-24.0)
NOTES
Guidance:
1. 	 Sign spacing distance should be 350'-500' where the posted speed limit is 45 mph or less, and 500'-800' 

where the posted speed limit is greater than 45 mph. 

2. 	 Care should be exercised when establishing the limits of the work zone to insure maximum possible 

sight distance in advance of the jlagger station and transition, based on the posted speed limit and at 

least equal to or greater than the values in Table 6H-3. Generally speaking, motorists should have a 

clear line ofsightfrom the graphicjlagger symbol sign to the jlagger. 

Option:
3. 	 Where Right-of-Way or geometric conditions prevent the use of48" x 48" signs, 36" x 36" signs may be 

used. 

Standard:
4. 	 Flagging stations shall be located far enough in advance of the work space to permit approaching 

traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for 

departing traffic in the left lane to return to the right lane before reaching opposing traffic (see 

Table 6H-3 on Page 6H-5). 

5. 	 The Flagger (W20-7) symbol sign shall stay within 'li mile of each flagger.
Guidance:
6.	 Additional Flagger symbol signs should be placed at 12 mile intervals and either erected by the 

approachingjlagger, or taken down as the operation proceeds past this point. 

~ --..
7.	 When a highway-rail crossing exists within or upstream ofthe transition area and it is anticipated that 

queues resulting from the lane closure might extend through the highway-rail grade crossing, the 

temporary traffic control zone should be extended so that the transition area precedes the highway-rail 

crossing (see Figure TTC-56for additional information on highway-rail crossings). 

8. 	 If the queue of traffic reaches the BE PREPARED TO STOP (W3-4) sign, then the advance warning 

signs should be readjusted at greater distances. 

Standard:
9. 	 All flaggers shall be state certified and have their certification card in their possession when 

performing flagging duties (see Section 6E.Ol, Qualifications for Flaggers). 

10. A shadow vehicle with at least one amber rotating, oscillating, or strobe light shall be parked 80'­
120' in advance of the first work crew. 

11. 	The maximum length of the work area shall be two miles.

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Sliding Hill Rd

  • 1.
  • 2. Page 6H-54 August 2011 Typical Traffic Control Non-Stationary Operation on a Two-Lane Roadway Using Flaggers (Figure TTC-24.0) NOTES Guidance: 1. Sign spacing distance should be 350'-500' where the posted speed limit is 45 mph or less, and 500'-800' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of the jlagger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H-3. Generally speaking, motorists should have a clear line ofsightfrom the graphicjlagger symbol sign to the jlagger. Option: 3. Where Right-of-Way or geometric conditions prevent the use of48" x 48" signs, 36" x 36" signs may be used. Standard: 4. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 6H-3 on Page 6H-5). 5. The Flagger (W20-7) symbol sign shall stay within 'li mile of each flagger. Guidance: 6. Additional Flagger symbol signs should be placed at 12 mile intervals and either erected by the approachingjlagger, or taken down as the operation proceeds past this point. ~ --.. 7. When a highway-rail crossing exists within or upstream ofthe transition area and it is anticipated that queues resulting from the lane closure might extend through the highway-rail grade crossing, the temporary traffic control zone should be extended so that the transition area precedes the highway-rail crossing (see Figure TTC-56for additional information on highway-rail crossings). 8. If the queue of traffic reaches the BE PREPARED TO STOP (W3-4) sign, then the advance warning signs should be readjusted at greater distances. Standard: 9. All flaggers shall be state certified and have their certification card in their possession when performing flagging duties (see Section 6E.Ol, Qualifications for Flaggers). 10. A shadow vehicle with at least one amber rotating, oscillating, or strobe light shall be parked 80'­ 120' in advance of the first work crew. 11. The maximum length of the work area shall be two miles.