1. HERO UNIT Training Module
Work Zone Traffic Control
And
Incident Management Operations

2. Overview
The purpose of this course is to provide the participants with an understanding of the purpose, requirements, responsibility, design, and placement criteria for traffic control devices at incident scenes and work zones.
The participants will consider the factors which affect device placement and select appropriate device spacing.

3. Objective
To provide each student with a general knowledge of the guidelines and tools which will enable them to identify and apply workable techniques for installing, removing and evaluating traffic control in work zones and incident sites.

4. Definitions Traffic Queue
A line of vehicles waiting in a backup, as a result of congestion and/or an incident.

5. Definitions Peak-Hour Traffic
Those hours when the highest number of vehicles are found to be traveling a given section of roadway.

6. Those hours when traffic volumes are not at there peak.
Definitions
Off-Peak Hours
Those hours when traffic volumes are not at there peak.

7. Purpose of Traffic Controls
The purpose of traffic control devices and warrants for there use is to help insure highway safety by providing for the orderly and predictable movement of all traffic.

8. Purpose of Traffic Controls
Traffic Control devices are used to direct and assist vehicle operators in the guidance and navigation tasks required to transverse safely any facility open to public travel.

9. Requirement For Devices
To be effective, a traffic control device should meet 5 basic requirements:
Fulfill a need
Command attention
Convey a clear, simple meaning
Command respect of road users
Provide adequate response time

10. Meeting Requirements
There are 5 ways to insure that the basic requirements of traffic control devices are met:
Design
Placement
Operation
Maintenance
Uniformity

11. Keys for Effective Application
• Standardization
• Simplicity (K.I.S.S.)
• Consistency

12. Devices used at Work Zones & Incidents
• Warning Signs
• Channelizing Devices
• Temporary Barriers
• Pavement Markings
• Lighting
• Arrow Boards
• Special Devices

13. Temporary Traffic Control Work Zone
Most temporary traffic control work zones can be divided in to four parts:
• Advanced Warning Area
• Transition Area
• Activity Area
• Termination Area

14. Location & Placement Criteria
Warning Sign Series (Advance Warning Area)
• The first sign is used to attract the attention of the
driver, “Pay attention”, you are approaching a
work zone and/or roadway emergency.
• The second sign should describe the “situation
ahead”, (Right/Left Lane Closed)
• The third sign should specify the “action to be
taken”, (Merge Left/Right)

15. Warning Sign Placement
A driver should have at least 5 seconds to read the sign, understand it and take the appropriate action that is called for on the sign before reading the next sign or other device.

16. Work Zone Application

17. Work Zone Application

18. Temporary Work Zone

19. Temporary Work Zone

20. At 70 mph, a vehicle travels over 510 feet in just 5 seconds.
Fact
At 70 mph, a vehicle travels over 510 feet in just 5 seconds.

21. Temporary Work Zone

22. Temporary Work Zone

23. Placement of Warning Signs
Conditions which may affect the placement & spacing of warning signs:
Curvature of Roadway (vertical &
horizontal alignment)
Time of Day
Weather conditions
Traffic conditions

24. Tapers (Transition Area)
Tapers are used to move traffic laterally from one path to another.

25. Upstream and Downstream Tapers
2 Types of Tapers
Upstream and Downstream Tapers

26. 2 Types of Tapers Upstream:
Toward the source of traffic (the direction traffic is coming from)

27. 2 Types of Tapers Downstream:
In the direction of the traffic flow (The direction where traffic is going)

28. 2 Types of Tapers Upstream Downstream
• Merging taper • Termination Taper
• Shifting taper
• Shoulder taper
• Two-way traffic taper

29. Is used to close a travel lane on a multi-lane roadway.
Upstream Tapers
Merging Taper:
Is used to close a travel lane on a multi-lane roadway.

30. Calculating Taper Lengths
Two pieces of information is required:
Lateral shift in feet
Prevailing speed (Posted Speed Limit)

31. Formulas for L For speed limits of 40 mph or less: L= WS² 60
For speed limits of 45 mph or greater:
L= WS
Where: L = taper length in feet
W = width of offset in feet
S = posted speed limit

32. Example Problems Lateral Shift = 12’ Posted Speed Limit = 55 mph
What would be the taper length?
L = W x S
L = 12’ x 55 mph
L = 660 feet taper

33. Example Problem Lateral shift = 12’ Posted Speed Limit = 40 mph
What would be the taper length?
L = W x S² 60
L = 12’ x 40²
L = 12’ x 1600
L =
L = 320 feet taper

34. Example Problem
If you had to close a travel lane on I-20 with a lane width of 12’, and a posted speed limit of 65 mph, what would be the minimum length of the merging taper?

35. Answer
L = 12’ x 65 mph
L = 780 feet (minimum taper length)

36. Example Problem
If you are closing a lane on US 19/41 and the lane width is 10’ and the posted speed limit is 40 mph, what would be the minimum length of the merging taper?

37. Answer
L = 10’ x 40² 60
L = 10 x 1600
L =
L = or 267 feet (minimum taper length)

38. Upstream Tapers ½ of L Merging Shifting Taper:
is used when merging is not required, but a lateral shift for all travel lanes is
needed.
The formula for determining the minimum length of a shifting taper is:
½ of L

39. Upstream Tapers ⅓ of L Merging Taper Shifting Taper Shoulder Taper:
is used to initiate a shoulder closure.
The formula for determining the minimum length of a shoulder taper is:
⅓ of L

40. The maximum taper length is 100’ with TCDs
Upstream
Merging Taper
Shifting Taper
Shoulder Taper
Two-Way Traffic Taper:
The one lane, two-way traffic taper is used in advance of a work area which requires the closure of one lane of a two-lane roadway, usually under control of a flagger.
The maximum taper length is 100’ with TCDs
at 20’ spacing

41. Spacing of Channelizing Devices
The maximum space between devices in a taper normally approximates the distance in feet of the posted speed limit in miles per hours.
As a rule, use one device for each one foot of lane width.

42. Example Posted Speed Limit = 65 mph:
Spacing of channelizing devices in a taper would be 65 feet.
Closing a 12’ lane:
Number of devices needed for the taper would be = 13 (one needed at each end of the taper).

43. The minimum length of the termination taper is 100’
Downstream Taper
Termination Taper:
this taper is used to provide a visual indication to drivers that they may move back into a previously closed lane (Use is optional).
The minimum length of the termination taper is 100’

44. Double Lane Closures
A transition is needed between the two tapers which has a minimum length of 2L, where L is the length computed for an individual merging taper. Example:
If L = 700’ for a merging taper length, then the transition length between the first taper and the second taper would be 1400’.

45. Installing TCDs
Devices are installed in the direction that traffic moves – that is, “Downstream”.
The 1st device placed is the 1st Advance Warning Sign
then proceed with:
Advanced Warning Area
Transition Area
Activity Area
Termination Area

46. Removal Sequence
When possible, traffic control zones should be removed by picking up the devices in a reverse sequence to that used for installation.

47. Incident Management Situations
For unexpected incidents, particularly those of an emergency nature, temporary traffic control devices on hand may be used for the initial response as long as they do not themselves create unnecessary additional hazards.
(MUTCD 2000, Part VI, page 6G-21)

48. Incident Management Situations
When should the installation of more permanent traffic control devices be considered?
If it is determined that the clean-up and removal of an incident from a travel lane will take longer than 1 hour.
If it is determined that it would be in the best interest of the incident victims, motorists, emergency personnel, and to protect the incident site.

49. Typical Applications

50. Typical Applications

51. Typical Applications

52. Typical Applications

53. Typical Applications

54. Typical Applications

55. Typical Applications

56. Typical Applications

57. Remember
There are hazards associated with setting up and removing traffic controls. Therefore, if the incident is a short duration incident (less than 1 hour, MUTCD Part VI, page 6G-2) more permanent traffic controls will not normally be required.

58. Remember
As a rule, most incident will not require any additional traffic control devices other than the traffic cones, emergency warning lights and arrow boards which are standard equipment for the HERO operator.

59. Major Roadway Incidents
For major roadway incidents, where travel lanes and/or roadways must be closed for an extended period of time, routine maintenance will be asked to assist with traffic control and the establishment of alternate routes if necessary.

60. Summary
The primary function of temporary traffic control at an incident management scene is to protect the victims, the scene, emergency service personnel while moving road users safely and expeditiously past or around the incident, and to reduce the likelihood of secondary crashes.

61. Questions or Discussion
HERO UNIT
Questions or Discussion