Revisions to Part 6 – Temporary Traffic Control

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2009 MUTCD (Final Rule) 2009 MUTCD (Final Rule) Revisions Incorporated into the 2009 MUTCD Revisions Incorporated into the 2009 MUTCD Revisions to Part 6 Temporary Traffic Control

description

Revisions to Part 6 – Temporary Traffic Control. Guidance on lengths of short tapers and downstream tapers. Minimum length for one-lane, two-way traffic taper added to Table 6C-3. High-visibility safety apparel. - Required for all workers within the public right of way - PowerPoint PPT Presentation

Transcript of Revisions to Part 6 – Temporary Traffic Control

Page 1: Revisions to Part 6 –   Temporary Traffic Control

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Revisions to Part 6 – Temporary Traffic

Control

Page 2: Revisions to Part 6 –   Temporary Traffic Control

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Guidance on lengths of short

tapers and downstream

tapers

Page 3: Revisions to Part 6 –   Temporary Traffic Control

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Minimum length for one-lane, two-way traffic

taper added to Table 6C-3

Type of Taper Taper LengthMerging Taper at least L

Shifting Taper at least 0.5 L

Shoulder Taper at least 0.33 L

One-Lane, Two-Way Traffic Taper 50 feet minimum, 100 feet maximum

Downstream Taper 100 feet per lane

Page 4: Revisions to Part 6 –   Temporary Traffic Control

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High-visibility safety apparel- Required for all workers within the public right of way

- Applies to all roads, not just those on the Federal-aid system

- Option for law enforcement and first responders to use new ANSI “public safety vests”

- Firefighters and law enforcement are exempted from the requirement under certain conditions

- December 31, 2011 compliance date

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Automated flagger

assistance device (AFAD)

Type 1: STOP/SLOW paddle AFAD

Page 6: Revisions to Part 6 –   Temporary Traffic Control

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TCD Type 2:

Red/yellow lens AFAD

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Flaggers shall use a paddle, flag, or AFAD, not just hand signals

Page 8: Revisions to Part 6 –   Temporary Traffic Control

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Paddles should be placed on a rigid staff, high enough to be

seen by approaching or stopped traffic

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Clarified OPTION for self-regulating traffic movement

through a one-lane, 2-way constriction

- If work space is short (adequate sight distance)- If on a low-volume street

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Two flaggers should be used

for a one-lane, 2-way constriction unless TTC zone is short enough for the flagger to see from one end

to the other

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New optional and recommended signs and plaques to accompany Speed Limit signs in TTC zones

R2-6aP

G20-5aP

R2-1

R2-10 R2-11R2-12

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Center Lane Closed Ahead symbol sign has been removed

from the MUTCD

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New sign to warn road users of a change in the traffic pattern

Page 14: Revisions to Part 6 –   Temporary Traffic Control

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New symbol sign and

supplemental plaque for shoulder drop-off

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New alternating diamond display to indicate caution on

an arrow board

Operating Mode

I. At least one of the three following modesshall be provided:

Flashing Arrow

Sequential Arrow

Sequential Chevron

II. The following mode shall be provided:Flashing Double Arrow

III. At least one of the following modesshall be provided: Flashing Cautionor Alternating Diamond Caution

Panel Display (Type C panel illustrated)

(Right arrow shown; left is similar)

Merge Right

Merge Right

Merge Right

Merge Right or Left

Alternating Diamond CautionFlashing Caution Flashing Caution

or or

PanelType

Minimum Size Minimum LegibilityDistance

Minimum Numberof Elements

A 1200 x 600 mm (48 x 24 in) 0.8 km (1/2 mi) 12

B 1500 x 750 mm (60 x 30 in) 1.2 km (3/4 mi) 13

C 2400 x 1200 mm (96 x 48 in) 1.6 km (1 mi) 15

D None* 0.8 km (1/2 mi) 12

*Length of arrow equals 1200 mm (48 in), width of arr owhead equals 600 mm (24 in)

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Temporary lane separators and temporary raised islands

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Temporary Markings

• Delineate path through the TTC zone when the permanent markings are either removed or obliterated during the work activities.

• Should not be left in place longer than 14 days

• Some allowable exceptions to normal longitudinal markings requirements

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Temporary RPMs in TTC zones• More provisions on color, patterns, and

spacing, consistent with Part 3– Colors and patterns shall simulate the markings for

which they substitute– May be used to substitute for solid lines

• Option to use a less expensive pattern of temporary RPMs to substitute for broken line segments– Should not be used more than 14 days

Page 19: Revisions to Part 6 –   Temporary Traffic Control

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Deleted from the MUTCD• Steady burn electric lamps• Vehicle arresting systems (Not a TCD)

• Floodlights• Crash cushions• Screens

Retained in the MUTCD

Page 20: Revisions to Part 6 –   Temporary Traffic Control

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Preemption of temporary signals in TTC zones required

near RR grade crossing

Page 21: Revisions to Part 6 –   Temporary Traffic Control

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Black and orange are acceptable colors for transverse rumble

strips in TTC zones

Page 22: Revisions to Part 6 –   Temporary Traffic Control

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TTC plan should be developed for planned special events that will

impact traffic

Bike race

Page 23: Revisions to Part 6 –   Temporary Traffic Control

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Typical application (TA) drawings

• Except for the TA “Notes,” information in the TA drawings can generally be regarded as Guidance

• TA 4 – stationary signs may be omitted for mobile work if the work vehicle displays high-intensity strobe lights

• TA 7 – ROAD CLOSED sign eliminated• TA 16 – lanes should be at least 10 feet wide

Page 24: Revisions to Part 6 –   Temporary Traffic Control

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TAs with freeway lane closures

- TAs 37, 38, 39, 42, and 44- Arrow board shall be

used for all freeway lane closures

- Separate arrow board shall be used for each closed lane for multi-lane closures

Page 25: Revisions to Part 6 –   Temporary Traffic Control

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Provisions for traffic incident management

• A reference is made to the Incident Command System (ICS)

• All on-scene responders and news media personnel should wear high-visibility apparel

• Light sticks may be used in lieu of flares

Page 26: Revisions to Part 6 –   Temporary Traffic Control

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TCD QUESTIONS or COMMENTS??