MUTCD 11th Edition Page 765

PART 6
TEMPORARY TRAFFIC CONTROL

CHAPTER 6A. GENERAL

Section 6A.01 General
Support:
01 Whenever the acronym “TTC” is used in Part 6, it refers to “temporary traffic control.”
Standard:
02 The needs and control of all road users (motorists, bicyclists, and pedestrians within the highway, or
on a site roadway open to public travel (see definition in Section 1C.02), including persons with disabilities)
through a TTC zone shall be an essential part of highway construction, utility work, maintenance
operations, and the management of traffic incidents.
Support:
03 When the normal function of the roadway, or a site roadway open to public travel, is suspended, TTC
planning provides for continuity of the movement of motor vehicle, bicycle, and pedestrian traffic (including
accessible passage); transit operations; and access (and accessibility) to property and utilities.
04 The primary function of TTC is to facilitate movement of road users through or around TTC zones while
protecting road users, workers, responders to traffic incidents, and equipment.
05 Of equal importance to the public traveling through the TTC zone is the safety of workers performing the
many varied tasks within the work space. TTC zones present constantly changing conditions that are unexpected
by the road user. This creates an even higher degree of vulnerability for the workers and incident management
responders on or near the roadway (see Section 6C.04). At the same time, the TTC zone provides for the efficient
completion of whatever activity interrupted the normal use of the roadway.
06 Consideration for road user safety, worker and responder safety, and the efficiency of road user flow is an
integral element of every TTC zone, from planning through completion. A concurrent objective of the TTC is the
efficient construction and maintenance of the highway and the efficient resolution of traffic incidents.
07 No one set of TTC devices can satisfy all conditions for a given project or incident. At the same time, defining
details that would be adequate to cover all applications is impractical. Instead, Part 6 displays typical applications
that depict common applications of TTC devices. The TTC selected for each situation depends on the type of
highway, road user conditions, the duration of operation, physical constraints, and the nearness of the work space
or incident management activity to road users.
08 The TTC needs on low-volume and special purpose roads will sometimes be minimal, especially for shorter-
term durations and for lower-speed roads. The use of maintenance vehicle warning flashers, a limited number of
signs, or a single flagger could be adequate for these situations.
09 Improved road user performance might be realized through a well-prepared public relations effort that covers
the nature of the work, the time and duration of its execution, the anticipated effects upon road users, and possible
alternate routes and modes of travel. Such programs have been found to result in a significant reduction in the
number of road users traveling through the TTC zone, which reduces the possible number of conflicts.
10 Operational improvements might be realized by using intelligent transportation systems (ITS) in work zones.
The use in work zones of ITS technology, such as portable camera systems, highway advisory radio, variable
speed limits, ramp metering, traveler information, merge guidance, warning systems for vehicles exiting the work
space, and queue detection information, is aimed at increasing safety for both workers and road users and helping
to ensure a more efficient traffic flow. The use in work zones of ITS technologies has been found to be effective in
providing traffic monitoring and management, data collection, and traveler information.
Standard:
11 TTC plans and devices shall be the responsibility of the public body or official or the owners of site
roadways open to public travel having jurisdiction for guiding road users.
Guidance:
12 There should be adequate statutory authority for the implementation and enforcement of needed road user
regulations, parking controls, speed zoning, and the management of traffic incidents. Such statutes should provide
sufficient flexibility in the application of TTC to meet the needs of changing conditions in the TTC zone.

December 2023 Sect. 6A.01

 Page 766 MUTCD 11th Edition

Support:
13 The provisions of Part 6 apply to both rural and urban areas. A rural highway is normally characterized
by lower volumes, higher speeds, fewer turning conflicts, and less conflict with pedestrians or other vulnerable
road users. An urban street is typically characterized by relatively low speeds, wide ranges of road user volumes,
narrower roadway lanes, frequent intersections and driveways, significant vulnerable road user activity, and
more businesses and houses.
14 The determination as to whether a particular facility at a particular time of day can be considered to be a
high-volume roadway or can be considered to be a low-volume roadway is made by the public agency or official
having jurisdiction.
15 Special plans preparation and coordination with transit, other highway agencies, law enforcement and other
emergency units, utilities, schools, trucking associations, and railroad companies might be needed to reduce
unexpected and unusual road user operation situations.
Section 6A.02 Fundamental Principles of Temporary Traffic Control
Guidance:
01 Road user and worker safety and accessibility in TTC zones should be an integral and high-priority element
of every project from planning through design and construction. Similarly, maintenance and utility work should
be planned and conducted with the safety and accessibility of all motorists, bicyclists, pedestrians (including
those with disabilities), and workers being considered at all times. If the TTC zone includes a grade crossing,
early coordination with the railroad company or light rail transit agency should take place.
02 The following are the seven fundamental principles of TTC:
A. General plans or guidelines should be developed to provide safety for motorists, bicyclists, pedestrians,
workers, enforcement/emergency officials, and equipment, with the following factors being considered:
1. The basic safety principles governing the design of permanent roadways and roadsides should also
govern the design of TTC zones. The goal should be to route road users through such zones using
roadway geometrics, roadside features, and TTC devices as nearly as possible comparable to those
for normal highway situations.
2. A TTC plan, in detail appropriate to the complexity of the work project or incident, should be
prepared and understood by all responsible parties before the site is occupied. Any changes in the
TTC plan should be approved by an official who is knowledgeable (for example, trained and/or
certified) in proper TTC practices.
B. Road user movement should be inhibited as little as practical, based on the following considerations:
1. TTC at work and incident sites should be designed on the assumption that drivers will only reduce
their speeds if they clearly perceive a need to do so (see Section 6B.01).
2. Frequent and abrupt changes in geometrics such as lane narrowing, dropped lanes, or main roadway
transitions that require rapid maneuvers, should be avoided.
3. Work should be scheduled in a manner that minimizes the need for lane closures or alternate routes,
while still getting the work completed quickly and the lanes or roadway open to traffic as soon
as possible.
4. Attempts should be made to reduce the volume of traffic using the roadway or freeway to match
the restricted capacity conditions. Road users should be encouraged to use alternative routes.
When the roadway capacity is reduced because of lane closures, the demand could exceed the
available capacity, which might result in either a lengthy stopped or slow moving queue of vehicles
that might extend past the normal location of the signs shown in the typical advance warning
area. An assessment of the expected queue length, which should be a part of the TTC plan design
process, might result in adjustments to the sign spacing and number of signs as well as the use of
more conspicuous devices to increase the distance and conspicuity of the advance warning area.
For high-volume roadways and freeways, the closure of selected entrance ramps or other access
points and the use of signed diversion routes should be evaluated.
5. Bicyclists and pedestrians, including those with disabilities, should be provided with access and
passage through the TTC zone.
6. If work operations permit, lane closures on high-volume streets and highways should be scheduled
during off-peak hours. Night work should be considered if the work can be accomplished with a series
of short-term operations.
7. Early coordination with officials having jurisdiction over the affected cross streets and providing
emergency services should occur if significant impacts to roadway operations are anticipated.

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 MUTCD 11th Edition Page 767

C. Motorists, bicyclists, and pedestrians should be guided in a clear and positive manner while approaching
and traversing TTC zones and incident sites. The following principles should be applied:
1. Adequate warning, delineation, and channelization should be provided to assist in guiding road users
in advance of and through the TTC zone or incident site by using proper pavement marking, signing,
or other devices that are effective under varying conditions. Information should be provided in
usable formats for pedestrians with vision disabilities.
2. TTC devices inconsistent with intended travel paths through TTC zones should be removed or
covered. However, in intermediate-term stationary, short-term, and mobile operations, where visible
permanent devices are inconsistent with intended travel paths, devices that highlight or emphasize
the appropriate path should be used. Traffic control devices should provide information in usable
formats for pedestrians with vision disabilities.
3. Flagging procedures, when used, should provide positive guidance to road users traversing
the TTC zone.
D. To provide acceptable levels of operations, routine day and night inspections of TTC elements should be
performed as follows:
1. Individuals who are knowledgeable (for example, trained and/or certified) in the principles of proper
TTC should be assigned responsibility for safety in TTC zones. The most important duty of these
individuals is to check that TTC devices on the project are consistent with the TTC plan and are
effective for motorists, bicyclists, pedestrians, and workers.
2. As the work progresses, temporary traffic controls and/or working conditions should be modified, as
needed, to facilitate road user movement and provide worker safety. The individual responsible for
TTC should have the authority to halt work until applicable or remedial safety measures are taken.
3. TTC zones should be carefully monitored under varying conditions of road user volumes, light, and
weather to check that applicable TTC devices are effective, clearly visible, clean, and in compliance
with the TTC plan.
4. When warranted, an engineering study should be made (in cooperation with law enforcement
officials) of reported crashes occurring within the TTC zone. Crash records in TTC zones should be
monitored to identify the need for changes in the TTC zone.
E. Attention should be given to the maintenance of roadside safety during the life of the TTC zone by
applying the following principles:
1. To accommodate run-off-the-road incidents, disabled vehicles, or emergency situations,
unencumbered roadside recovery areas or clear zones should be provided where practical.
2. Channelization of road users should be accomplished by the use of pavement markings, signing, and
crashworthy, detectable channelizing devices.
3. Work equipment, workers’ private vehicles, materials, and debris should be stored in such a manner
to reduce the probability of being impacted by run-off-the-road vehicles.
F. Each person whose actions affect TTC zone safety, from the upper-level management through the field
workers, should receive training appropriate to the job decisions each individual is required to make.
Only those individuals who are trained in proper TTC practices and have a basic understanding of
the principles (established by applicable standards and guidelines, including those of this Manual)
should supervise the selection, placement, and maintenance of TTC devices used for TTC zones and
for incident management.
G. Good public relations should be maintained by applying the following principles:
1. The needs of all road users should be assessed such that appropriate advance notice is given and
clearly defined alternative paths are provided.
2. The cooperation of the various news media should be sought in publicizing the existence of and
reasons for TTC zones because news releases can assist in keeping the road users well informed.
3. The needs of abutting property owners, residents, and businesses should be assessed and appropriate
accommodations made.
4. The needs of emergency service providers (law enforcement, fire, and medical) should be assessed
and appropriate coordination and accommodations made.
5. The needs of railroads and transit should be assessed and appropriate coordination and
accommodations made.
6. The needs of operators of commercial vehicles such as buses and large trucks should be assessed and
appropriate accommodations made.
7. Early coordination should occur with school officials to discuss potential impacts on picking up and
dropping off schoolchildren, on school bus routing, and on safe routes to school patterns.

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Section 6A.03 TTC Devices

Guidance:
01 The design and application of TTC devices used in TTC zones should consider the needs of all road users
(motorists, bicyclists, and pedestrians), including those with disabilities.
Standard:
02 Traffic control devices shall be defined as all signs, signals, markings, channelizing devices, or other
devices that use colors, shapes, symbols, words, sounds, or tactile information for the primary purpose of
communicating a regulatory, warning, or guidance message to road users on a street, highway, pedestrian
facility, bikeway, pathway, or site roadway open to public travel.
03 All traffic control devices used for construction, maintenance, utility, or incident management
operations on a street, highway, pedestrian facility, bikeway, pathway, or site roadway open to public travel
shall comply with the applicable provisions of this Manual.
04 All TTC devices shall be removed as soon as practical when they are no longer needed. When work
is suspended for short periods of time, TTC devices that are no longer appropriate shall be removed
or covered.
Section 6A.04 Crashworthiness of TTC Devices
Support:
01 Various Sections of the MUTCD require certain traffic control devices, their supports, and/or related
appurtenances to be crashworthy (see definition in Section 1C.02). Such MUTCD crashworthiness provisions apply
to all streets, highways, and site roadways open to public travel.
Section 6A.05 Night Work
Support:
01 Conducting highway construction and maintenance activities during night hours could provide an advantage
when traditional daytime traffic control strategies cannot achieve an acceptable balance between worker and
public safety, traffic and community impact, and constructability. The two basic advantages of working at night
are reduced traffic congestion and less involvement with business activities. However, the two basic conditions
that must normally be met for night work to offer any advantage are reduced traffic volumes and easy set up and
removal of the traffic control patterns on a nightly basis.
02 Shifting work activities to night hours, when traffic volumes are lower and normal business is less active,
might offer an advantage in some cases, as long as the necessary work can be completed and the worksite restored
to essentially normal operating conditions to carry the higher traffic volume during non-construction hours.
03 Although working at night might offer advantages, it also includes safety issues. Reduced visibility inherent in
night work impacts the performance of both drivers and workers. Because traffic volumes are lower and congestion
is minimized, speeds are often higher at night necessitating greater visibility at a time when visibility is reduced.
Finally, the incidence of impaired (alcohol or drugs), fatigued, or drowsy drivers might be higher at night.
04 Working at night also involves other factors, including construction productivity and quality, social impacts,
economics, and environmental issues. A decision to perform construction or maintenance activities at night
normally involves some consideration of the advantages to be gained compared to the safety and other issues that
might be impacted.
05 Section 6N.18 contains specific provisions on TTC for work during nighttime hours.

Sect. 6A.03 to 6A.05 December 2023

 MUTCD 11th Edition Page 769

CHAPTER 6B. TEMPORARY TRAFFIC CONTROL ELEMENTS

Section 6B.01 Temporary Traffic Control Plans
Support:
01 Each TTC zone is different. Many variables, such as location of work, highway type, geometrics, vertical
and horizontal alignment, intersections, interchanges, road user volumes, road user mix (motorists, bicyclists, and
pedestrians), road vehicle mix (buses, trucks, and cars), and road user speeds affect the needs of each zone. The
goal of TTC in work zones is safety with minimum disruption to road users. The key factor in promoting TTC
zone safety is proper judgment.
02 A TTC plan describes TTC measures to be used for facilitating road users through a work zone or an
incident area. TTC plans play a vital role in facilitating road user flow when a work zone, incident, or other event
temporarily disrupts normal road user flow. Important auxiliary provisions that cannot conveniently be specified
on project plans can easily be incorporated into Special Provisions within the TTC plan.
03 TTC plans range in scope from being very detailed to simply referencing typical drawings contained in this
Manual, standard approved highway agency drawings and manuals, or specific drawings contained in the contract
documents. The degree of detail in the TTC plan depends entirely on the nature and complexity of the situation.
04 During TTC activities, commercial vehicles might need to follow a different route from passenger vehicles
because of bridge, weight, clearance, or geometric restrictions. Also, vehicles carrying hazardous materials might
need to follow a different route from other vehicles. The Hazardous Materials and National Network signs are
included in Sections 2B.67 and 2B.68, respectively.
Guidance:
05 A TTC plan should be developed for planned activities that will affect road users. A TTC plan should be
developed for unplanned and emergency situations where practicable.
06 The TTC plan should start in the planning phase and continue through the design, construction, and
restoration phases. The TTC plans and devices should follow the principles set forth in Part 6. The management
of traffic incidents should follow the principles set forth in Chapter 6O.
07 TTC plans should be prepared by persons knowledgeable (for example, trained and/or certified) about the
fundamental principles of TTC and work activities to be performed. The design, selection, and placement of TTC
devices for a TTC plan should be based on engineering judgment.
08 Coordination should be made between adjacent or overlapping projects to check that duplicate signing is not
used and to check compatibility of traffic control between adjacent or overlapping projects.
09 Traffic control planning should be completed for all highway construction, utility work, maintenance
operations, and incident management including minor maintenance and utility projects prior to occupying the
TTC zone. Planning for all road users should be included in the process.
10 For any planned special event that will have an impact on the traffic on any street or highway, a TTC plan
should be developed in conjunction with and be approved by the agency or agencies that have jurisdiction over
the affected roadways.
11 Provisions for effective continuity of accessible circulation paths for pedestrians should be incorporated
into the TTC plan.
Option:
12 Provisions may be incorporated into the project bid documents that enable contractors to develop an
alternate TTC plan.
13 Modifications of TTC plans may be necessary because of changed conditions or a determination of better
methods of safely and efficiently handling road users.
Guidance:
14 This alternate or modified plan should have the approval of the responsible highway agency or owner of site
roadways open to public travel prior to implementation.
15 Provisions for effective continuity of transit service should be incorporated into the TTC planning
process because often public transit buses cannot efficiently be detoured in the same manner as other vehicles
(particularly for short-term maintenance projects). Where applicable, the TTC plan should provide for features
such as accessible temporary bus stops, pull-outs, and satisfactory waiting areas for transit patrons, including
persons with disabilities (see Section 8A.13 for additional light rail transit issues to consider for TTC).
16 Provisions for effective continuity of railroad service and acceptable access to abutting property owners and
businesses should also be incorporated into the TTC planning process.

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 Page 770 MUTCD 11th Edition

17 Reduced speed zoning (lowering the regulatory speed limit) should be avoided as much as practical because
drivers will reduce their speeds only if they clearly perceive a need to do so.
18 If reduced speed limits are used, they should be used only in the specific portion of the TTC zone where
conditions or restrictive features are present. However, frequent changes in the speed limit should be avoided.
A TTC plan should be designed so that vehicles can travel through the TTC zone with a speed limit reduction
of no more than 10 mph.
19 A reduction of more than 10 mph in the speed limit should be used only when required by restrictive features
in the TTC zone. Where restrictive features justify a speed reduction of more than 10 mph, additional driver
notification should be provided. The speed limit should be stepped down in advance of the location requiring
the lowest speed, and additional TTC warning devices should be used.
Support:
20 Research has demonstrated that large reductions in the speed limit, such as a 30-mph reduction, increase speed
variance and the potential for crashes. Smaller reductions in the speed limit of up to 10 mph cause smaller changes
in speed variance and lessen the potential for increased crashes. A reduction in the regulatory speed limit of only
up to 10 mph from the normal speed limit has been shown to be more effective.
21 Chapter 6P contains typical applications (TAs) of TTC zones that are organized according to duration, location,
type of work, and highway type. Table 6P-1 is an index of these typical applications. These typical applications
include the use of various TTC methods, but do not include a layout for every conceivable work situation.
22 Decisions regarding the selection of the most appropriate typical application to use as a guide for a specific
TTC zone require an understanding of each situation. Although there are many ways of categorizing TTC zone
applications, the typical applications illustrated in Chapter 6P are characterized by work duration, work location,
work type, and highway type.
Guidance:
23 Typical applications should be altered, when necessary, to fit the conditions of a particular TTC zone.
Option:
24 Other devices may be added to supplement the devices shown in the typical applications. The sign spacings
and taper lengths may be increased to provide additional time or space for driver response.
25 Devices labeled as optional in the typical applications may be deleted.
Support:
26 Formulating specific plans for TTC at traffic incidents is difficult because of the variety of situations that
can arise.
27 Well-designed TTC plans for planned special events will likely be developed from a combination of treatments
from several of the typical applications.
Section 6B.02 Temporary Traffic Control Zones
Support:
01 A TTC zone is an area of a highway where road user conditions are changed because of a work zone, an
incident zone, or a planned special event through the use of TTC devices, uniformed law enforcement officers,
or other authorized personnel.
02 A work zone is an area of a highway with construction, maintenance, or utility work activities. A work zone
is typically marked by signs, channelizing devices, barriers, pavement markings, and/or work vehicles. It extends
from the first warning sign or high-intensity rotating, flashing, oscillating, or strobe lights on a vehicle to the
END ROAD WORK sign or the last TTC device.
03 An incident zone is an area of a highway where temporary traffic controls are imposed by authorized officials
in response to a traffic incident (see Section 6O.01). It extends from the first warning device (such as a sign, light,
or cone) to the last TTC device or to a point where road users return to the original lane alignment and are clear
of the incident.
04 A planned special event often creates the need to establish altered traffic patterns to handle the increased
traffic volumes generated by the event. The size of the TTC zone associated with a planned special event can be
small, such as closing a street for a festival, or can extend throughout a municipality for larger events. The duration
of the TTC zone is determined by the duration of the planned special event.

Sect. 6B.01 to 6B.02 December 2023

 MUTCD 11th Edition Page 771

Section 6B.03 Components of Temporary Traffic Control Zones

Support:
01 A TTC zone is often divided into four areas as needed, based on engineering judgment: the advance warning
area, the transition area, the activity area, and the termination area. Figure 6B-1 illustrates the four areas typically
included in a TTC zone. These four areas are described in Sections 6B.04 through 6B.07.
Section 6B.04 Advance Warning Area
Support:
01 The advance warning area is the section of highway where road users are informed about the upcoming
transition and activity areas or incident area.
Option:
02 The advance warning area may vary from a single sign or high-intensity rotating, flashing, oscillating,
or strobe lights on a vehicle to a series of signs in advance of the TTC zone activity area.
Guidance:
03 Typical distances for placement of advance warning signs on freeways and expressways should be longer
because drivers are conditioned to uninterrupted flow. Therefore, the advance warning sign placement should
extend on these facilities as far as ½ mile or more.
04 On urban streets, the effective placement of the nearest warning sign to the TTC zone, in feet, should range
from 4 to 8 times the speed limit in mph, with the high end of the range being used when speeds are relatively
high. When two or more advance warning signs are used on higher-speed streets, such as major arterials, the
advance warning area should extend a greater distance (see Table 6B-1).
Option:
05 When a single advance warning sign is used (in cases such as low-speed residential streets), the advance
warning area may be as short as 100 feet.
Guidance:
06 Since rural highways are normally characterized by higher speeds, the effective placement of the first
warning sign in feet should be substantially longer—from 8 to 12 times the speed limit in mph. Since two or more
advance warning signs are normally used for these conditions, the advance warning area should extend 1,500
feet or more for open highway conditions (see Table 6B-1).
07 The distances contained in Table 6B-1 are approximate, are intended for guidance purposes only, and should
be applied with engineering judgment. These distances should be adjusted for field conditions, if necessary, by
increasing or decreasing the recommended distances.
Support:
08 The need to provide additional reaction time for a condition is one example of justification for increasing
the sign spacing. Conversely, decreasing the sign spacing might be justified in order to place a sign immediately
downstream of an intersection or major driveway such that traffic turning onto the roadway in the direction of the
TTC zone will be warned of the upcoming condition.
Option:
09 Advance warning may be eliminated when the activity area is sufficiently removed from the road users’ path
so that it does not interfere with the normal flow.
Section 6B.05 Transition Area
Support:
01 The transition area is that section of highway where road users are redirected out of their normal path.
Transition areas usually involve strategic use of tapers, which because of their importance are discussed separately
in detail.
Standard:
02 Except for mobile operations, when redirection of the road users’ normal path is required, road users
shall be directed from the normal path to a new path with appropriate channelizing devices, traffic control
devices, and/or TTC methods.
Option:
03 Because it is impracticable in mobile operations to redirect the road users’ normal path with stationary
channelization, more dominant vehicle-mounted traffic control devices, such as arrow boards, portable changeable
message signs, and high-intensity rotating, flashing, oscillating, or strobe lights, may be used instead of
channelizing devices to establish a transition area.
December 2023 Sect. 6B.03 to 6B.05
 Page 772 MUTCD 11th Edition

Figure 6B-1. Component Parts of a Temporary Traffic Control Zone

Legend
Direction of travel
Channelizing device
Work space
Sign

Downstream Taper Termination Area

lets traffic resume
normal operations
Buffer Space (longitudinal)

Traffic Space
allows traffic
to pass through
Work Space
the activity area
is set aside for
workers, equipment,
and material storage

Activity Area
is where work
takes place
Buffer Space
(lateral) Buffer Space
provides (longitudinal)
protection provides protection for
for traffic traffic and workers
and workers

Transition Area
moves traffic out
of its normal path

Shoulder Taper

Advance Warning Area

tells traffic what to
expect ahead

Sect. 6B.05 December 2023

 MUTCD 11th Edition Page 773

Table 6B‑1. Recommended Advance

Warning Sign Minimum Spacing
Distance between Signs**
Road Type
A B C
Urban (low speed)* 100 feet 100 feet 100 feet
Urban (high speed)* 350 feet 350 feet 350 feet
Rural 500 feet 500 feet 500 feet
Expressway / Freeway 1,000 feet 1,500 feet 2,640 feet

* Speed category to be determined by the highway agency or owner of site roadways open
to public travel.
** The column headings A, B, and C are the dimensions shown in Figures 6P‑1 through
6P‑54 The A dimension is the distance from the transition or point of restriction to the
first sign. The B dimension is the distance between the first and second signs. The C
dimension is the distance between the second and third signs. (The “first sign” is the
sign in a three‑sign series that is closest to the TTC zone. The “third sign” is the sign that
is furthest upstream from the TTC zone.)

Section 6B.06 Activity Area

Support:
01 The activity area is the section of the highway where the work activity takes place. It is comprised of the work
space, the traffic space, and the buffer space.
02 The work space is that portion of the highway closed to road users and set aside for workers, equipment, and
material, and a shadow vehicle if one is used upstream. Work spaces are usually delineated for road users by
channelizing devices or, to exclude vehicles and pedestrians, by temporary barriers.
Option:
03 The work space may be stationary or may move as work progresses.
Guidance:
04 Since there might be several work spaces (some even separated by several miles) within the project limits,
each work space should be adequately signed to inform road users and reduce confusion.
Support:
05 The traffic space is the portion of the highway in which road users are routed through the activity area.
06 The buffer space is a lateral and/or longitudinal area that separates road user flow from the work space or an
unsafe area, and might provide some recovery space for an errant vehicle.
Guidance:
07 Neither work activity nor storage of equipment, vehicles, or material should occur within a buffer space.
Option:
08 Buffer spaces may be positioned either longitudinally or laterally with respect to the direction of road user
flow. The activity area may contain one or more lateral or longitudinal buffer spaces.
09 A longitudinal buffer space may be placed in advance of a work space.
10 The longitudinal buffer space may also be used to separate opposing road user flows that use portions of the
same traffic lane, as shown in Figure 6B-2.
11 If a longitudinal buffer space is used, the values shown in Table 6B-2 may be used to determine the length of
the longitudinal buffer space.
Support:
12 Typically, the buffer space is formed as a traffic island and defined by channelizing devices.
13 When a shadow vehicle, arrow board, or changeable message sign is placed in a closed lane in advance of
a work space, only the area upstream of the vehicle, arrow board, or changeable message sign constitutes the
buffer space.
Option:
14 The lateral buffer space may be used to separate the traffic space from the work space, as shown in Figures
6B-1 and 6B-2, or such areas as excavations or pavement-edge drop-offs. A lateral buffer space also may be used
between two travel lanes, especially those carrying opposing flows.
December 2023 Sect. 6B.06
 Page 774 MUTCD 11th Edition

Figure 6B-2. Types of Tapers and Buffer Spaces

Legend
Direction of travel
Channelizing device
Work space
Sign

Merging
Taper

Longitudinal
Buffer Space
(optional)

Shifting
Taper 1/2 L
Downstream Taper
(optional)

Lateral Buffer Space

(optional)

Longitudinal Buffer
Space (optional)

Shifting Shifting
Taper 1/2 L 1/2 L
Taper

4S ft*

Longitudinal Buffer
Space (optional)

*S = speed in mph 1/3 L Shoulder

Taper
See Table 6B-4 for formulas for
calculating taper length (L)

Sect. 6B.06 December 2023

 MUTCD 11th Edition Page 775

Guidance:
15 The width of a lateral buffer space should be Table 6B‑2. Stopping Sight Distance
determined by engineering judgment. as a Function of Speed
Option: Speed* Distance
16 When work occurs on a high-volume, highly-
congested facility, a vehicle storage or staging space may
20 mph 115 feet

be provided for incident response and emergency vehicles 25 mph 155 feet

(for example, tow trucks and fire apparatus) so that these 30 mph 200 feet
vehicles can respond quickly to road user incidents. 35 mph 250 feet

Section 6B.07 Termination Area

40 mph 305 feet
45 mph 360 feet
Support: 50 mph 425 feet
01 The termination area is the section of the highway 55 mph 495 feet
where road users are returned to their normal driving 60 mph 570 feet
path. The termination area extends from the downstream
end of the work area to the last TTC device such as 65 mph 645 feet

END ROAD WORK signs, if posted. 70 mph 730 feet

Option: 75 mph 820 feet

02 An END ROAD WORK sign, a Speed Limit sign, or * Posted speed, off‑peak 85th‑percentile speed prior
other signs may be used to inform road users that they can to work starting, or the anticipated operating speed
resume normal operations.
03 A longitudinal buffer space may be used between the
work space and the beginning of the downstream taper.
Section 6B.08 Tapers
Option:
01 Tapers may be used in both the transition and termination areas. Whenever tapers are to be used in close
proximity to an interchange ramp, crossroads, curves, or other influencing factors, the length of the tapers may
be adjusted.
Support:
Table 6B‑3. Taper Length Criteria for
02 Tapers are created by using a
series of channelizing devices and/or
Temporary Traffic Control Zones
pavement markings to move traffic out Type of Taper Taper Length
of or into the normal path. Types of Merging Taper at least L
tapers are shown in Figure 6B-2. Shifting Taper at least 0.5 L
03 Longer tapers are not necessarily Shoulder Taper at least 0.33 L
better than shorter tapers (particularly
in urban areas with characteristics such
One‑Lane, Two‑Way Traffic Taper 50 feet minimum, 100 feet maximum

as short block lengths or driveways) Downstream Taper 50 feet minimum, 100 feet maximum

because extended tapers tend to Note: Use Table 6B‑4 to calculate L

encourage sluggish operation and to
encourage drivers to delay lane changes
unnecessarily. The test concerning
adequate lengths of tapers involves
Table 6B‑4. Formulas for Determining
observation of driver performance after Taper Length
TTC plans are put into effect. Speed (S) Taper Length (L) in feet
Guidance: L = WS2
40 mph or less
04 The appropriate taper length (L) should 60
be determined using the criteria shown in 45 mph or more L = WS
Tables 6B-3 and 6B-4.
Where: L = taper length in feet
Support: W = width of offset in feet
A merging taper requires the longest distance
S = posted speed limit, or off‑peak 85th‑percentile speed
05 prior to work starting, or the anticipated operating
because drivers are required to merge into common speed in mph
road space.

December 2023 Sect. 6B.06 to 6B.08

 Page 776 MUTCD 11th Edition

Guidance:
06 A merging taper should be long enough to enable merging drivers to have adequate advance warning
and sufficient length to adjust their speeds and merge into an adjacent lane before the downstream end of
the transition.
Support:
07 A shifting taper is used when a lateral shift is needed. When more space is available, a longer than minimum
taper distance can be beneficial. Changes in alignment can also be accomplished by using horizontal curves
designed for normal highway speeds.
Guidance:
08 A shifting taper should have a length of approximately ½ L (see Tables 6B-3 and 6B-4).
Support:
09 A shoulder taper might be beneficial on a high-speed roadway where shoulders are part of the activity area and
are closed, or when improved shoulders might be mistaken as a driving lane. In these instances, the same type, but
abbreviated, closure procedures used on a normal portion of the roadway can be used.
Guidance:
10 If used, shoulder tapers should have a length of approximately ¹⁄3 L (see Tables 6B-3 and 6B-4). If a shoulder
is used as a travel lane, either through practice or during a TTC activity, a normal merging or shifting taper
should be used.
Support:
11 A downstream taper might be useful in termination areas to provide a visual cue to the driver that access is
available back into the original lane or path that was closed.
Guidance:
12 If used, a downstream taper should have a minimum length of 50 feet and a maximum length of 100 feet with
devices placed at a spacing of approximately 20 feet.
Support:
13 The one-lane, two-way taper is used in advance of an activity area that occupies part of a two-way roadway in
such a manner that a portion of the road is used alternately by traffic in each direction.
Guidance:
14 A taper having a minimum length of 50 feet and a maximum length of 100 feet with channelizing devices at
approximately 20-foot spacing should be used to guide traffic into the one-lane section, and a downstream taper
should be used to guide traffic back into their original lane.
Support:
15 An example of a one-lane, two-way traffic taper is shown in Figure 6B-3.
Section 6B.09 Detours and Diversions
Support:
01 A detour is a temporary rerouting of road users onto an existing highway in order to avoid a TTC zone.
Guidance:
02 Detours should be clearly signed over their entire length so that road users can easily use existing highways
to return to the original highway.
Support:
03 A diversion is a temporary rerouting of road users onto a temporary highway or alignment placed around the
work area.

Sect. 6B.08 to 6B.09 December 2023

 MUTCD 11th Edition Page 777

Figure 6B-3. Example of a One-Lane, Two-Way Traffic Taper

Downstream Taper
50 to 100 ft

Buffer Space
(longitudinal)

Work Space

Buffer Space (longitudinal)

is used to position the taper
in advance of the curve

One-Lane, Two-Way Traffic Taper

50 to 100 ft

Legend

December 2023 Sect. 6B.09

 Page 778 MUTCD 11th Edition

CHAPTER 6C. PEDESTRIAN AND WORKER SAFETY

Section 6C.01 Pedestrian and Worker Safety – General
Standard:
01 The various TTC provisions for pedestrian and worker safety set forth in Part 6 shall be applied
by knowledgeable (for example, trained and/or certified) persons after appropriate evaluation and
engineering judgment.
Section 6C.02 Pedestrian Considerations
Support:
01 A wide range of pedestrians might be affected by TTC zones, including the young, elderly, and people with
disabilities such as hearing, vision, or mobility. Pedestrians need a clearly delineated and usable travel path.
Considerations for pedestrians with disabilities are addressed in Section 6C.03.
Guidance:
02 Prior to closing a sidewalk or other pedestrian facility, the maintaining agency should advise users of the
future closure.
Standard:
03 If the TTC zone affects the movement of pedestrians, adequate pedestrian access and walkways shall
be provided.
Option:
04 If establishing or maintaining an alternate pedestrian route is not feasible during the project, an alternate
means of providing for pedestrians may be used, such as adding free bus service around the project or assigning
someone the responsibility to assist pedestrians with disabilities through the project limits.
05 If an existing pedestrian route is impacted by a short-duration or a short-term stationary work zone that is
attended with project personnel, establishing an alternate pedestrian route may not be necessary if the work can
be stopped and pedestrians can navigate the work zone. Pedestrians may be delayed for a short period of time for
project personnel to move equipment and material to facilitate passage. Work zone personnel may also provide
assistance to pedestrians as necessary.
Support:
06 Pedestrians are reluctant to retrace their steps to a prior intersection for a crossing or to add distance or out-of-
the-way travel to a destination.
Guidance:
07 The following three items should be considered when planning for pedestrians in TTC zones:
A. Pedestrians should not be led into conflicts with vehicles, equipment, and operations.
B. Pedestrians should not be led into conflicts with vehicles moving through or around the worksite.
C. Pedestrians should be provided with a convenient and accessible path that replicates as nearly as
practical the most desirable characteristics of the existing sidewalk(s) or footpath(s).
08 A pedestrian route should not be severed and/or moved for non-construction activities such as parking for
vehicles and equipment.
09 TTC zones should be designed to minimize conflicts between vehicular and pedestrian movements.
Consideration should be made to separate pedestrian movements from both worksite activity and vehicular
traffic. Unless an acceptable route that does not involve crossing the roadway can be provided, pedestrians
should be appropriately directed with advance signing that encourages them to cross to the opposite side of
the roadway. In urban and suburban areas with high vehicular traffic volumes, these signs should be placed at
intersections (rather than midblock locations) so that pedestrians are not confronted with midblock worksites
that will induce them to attempt skirting the worksite or making a midblock crossing.
Support:
10 Figures 6P-28 and 6P-29 show typical TTC device usage and techniques for pedestrian movement through
work zones.
Guidance:
11 To accommodate the needs of pedestrians, including those with disabilities, the following considerations
should be addressed when temporary pedestrian pathways in TTC zones are designed or modified:
A. Provisions for continuity of accessible paths for pedestrians should be incorporated into the TTC plan.
B. Access to transit stops should be maintained.

Sect. 6C.01 to 6C.02 December 2023

 MUTCD 11th Edition Page 779

C. A smooth, continuous hard surface should be provided throughout the entire length of the temporary
pedestrian facility. There should be no curbs or abrupt changes in grade or terrain that could cause
tripping or be a barrier to pedestrians with disabilities. The geometry and alignment of the facility
should meet the applicable requirements of the “U.S. Department of Justice 2010 ADA Standards for
Accessible Design, September 15, 2010, 28 CFR 35 and 36, Americans with Disabilities Act of 1990.”
D. The width of the existing pedestrian facility should be provided for the temporary facility if practical.
Traffic control devices and other construction materials and features should not intrude into the usable
width of the sidewalk, temporary pathway, or other pedestrian facility. When it is not possible to maintain
a minimum width of 60 inches throughout the entire length of the pedestrian pathway, a 60 x 60-inch
passing space should be provided at least every 200 feet to allow individuals in wheelchairs to pass.
E. Blocked routes, alternate crossings, and sign and signal information should be communicated to
pedestrians with vision disabilities by providing devices such as audible information devices or barriers
and channelizing devices that are detectable to the pedestrians traveling with the aid of a long cane or
who have vision disabilities.
F. When channelization is used to delineate a pedestrian pathway, a continuous detectable edging should be
provided throughout the length of the facility such that pedestrians using a long cane can follow it. These
detectable edgings should comply with the provisions of Section 6M.04.
G. Signs and other devices mounted lower than 7 feet above the temporary pedestrian pathway should not
project more than 4 inches into accessible pedestrian facilities.
Support:
12 Where pedestrians in TTC zones are routed on temporary pedestrian pathways, providing information in non-
visual formats (such as accessible pedestrian signals with audible tones and/or speech messages, and vibrotactile
surfaces) aids pedestrians with vision disabilities so they can navigate the temporary pathway. Section 6C.03
contains additional information on accessibility considerations in TTC zones. Section 4K.01 contains information
on accessible pedestrian signals.
Option:
13 Whenever it is feasible, the worksite may be closed off from pedestrian intrusion if doing so is determined to
be preferable to channelizing pedestrians along the site with TTC devices.
Guidance:
14 Fencing should not create sight distance restrictions for road users. Fences should not be constructed of
materials that would be hazardous if impacted by vehicles. Wooden railing, fencing, and similar systems placed
immediately adjacent to motor vehicle traffic should not be used as substitutes for crashworthy temporary
traffic barriers.
15 Ballast for TTC devices should be kept to the minimum amount needed and should be mounted low to prevent
penetration of the vehicle windshield.
16 Movement by work vehicles and equipment across designated pedestrian paths should be minimized and,
when necessary, should be controlled by flaggers or other TTC. Staging or stopping of work vehicles or equipment
along the side of pedestrian paths should be avoided, since it encourages movement of workers, equipment, and
materials across the pedestrian path.
17 Access to the work space by workers and equipment across pedestrian walkways should be minimized
because the access often creates unacceptable changes in grade, and rough or muddy terrain, and pedestrians
will tend to avoid these areas by attempting non-intersection crossings where no curb ramps are available.
Option:
18 A canopied walkway may be used to protect pedestrians from falling debris, and to provide a covered passage
for pedestrians.
Guidance:
19 Covered walkways should be sturdily constructed and adequately lighted for nighttime use.
20 When pedestrian and vehicle paths are rerouted to a closer proximity to each other, consideration should be
given to separating them by a temporary traffic barrier.
21 If a temporary traffic barrier is used to shield pedestrians, it should be designed to accommodate site conditions.
Support:
22 Depending on the possible vehicular speed and angle of impact, temporary traffic barriers might deflect
upon impact by an errant vehicle. Guidance for locating and designing temporary traffic barriers can be found in
Chapter 9 of the “Roadside Design Guide,” 4th Edition, 2011, AASHTO.

December 2023 Sect. 6C.02

 Page 780 MUTCD 11th Edition

Standard:
23 Normal vertical curbing shall not be used as a substitute for temporary traffic barriers when temporary
traffic barriers are needed.
Option:
24 Temporary traffic barriers or longitudinal channelizing devices may be used to discourage pedestrians from
unauthorized movements into the work space. They may also be used to inhibit conflicts with vehicular traffic by
minimizing the possibility of midblock crossings.
Support:
25 A major concern for pedestrians is building construction encroaching onto the contiguous sidewalks, which
forces pedestrians off the curb into direct conflict with moving vehicles.
Guidance:
26 If a significant potential exists for vehicle incursions into the pedestrian path, pedestrians should be rerouted
or temporary traffic barriers should be installed.
Support:
27 TTC devices, temporary traffic barriers, and wood or chain link fencing with a continuous detectable edging
can satisfactorily delineate a pedestrian path.
Guidance:
28 Tape, rope, or plastic chain strung between devices should not be used as a control for pedestrian movements
because they are not detectable and are therefore not accessible to and usable by individuals with disabilities.
29 In general, pedestrian routes should be preserved in urban and commercial suburban areas. Alternative
routing should be discouraged.
30 The highway agency in charge of the TTC zone should regularly inspect the activity area so that effective
pedestrian TTC is maintained.
Section 6C.03 Accessibility Considerations
Support:
01 Additional information on the design and construction of accessible temporary facilities is found in the
“Guidelines for Accessible Pedestrian Signals (NCHRP Web-Only Document 117B),” 2008 Edition (TRB) and the
U.S. Department of Justice 2010 ADA Standards for Accessible Design, September 15, 2010, 28 CFR 35 and 36,
Americans with Disabilities Act of 1990.
02 Where pedestrians are detoured to a temporary traffic control signal, an accessible pedestrian signal (see
Chapter 4K) provides information in non-visual formats (such as audible tones and/or speech messages, and
vibrating surfaces) so that a pedestrian with vision disabilities can know when to cross the street along the
alternate route.
Guidance:
03 Adequate provisions should be made for pedestrians with disabilities. The extent of needs for such provisions
should be determined through engineering judgment or by the individual responsible for each TTC zone situation.
Standard:
04 When existing pedestrian facilities are disrupted, closed, or relocated in a TTC zone, the temporary
facilities shall be detectable and include accessibility features consistent with the features present in the
existing pedestrian facility. A barrier that is detectable by a person with a vision disability traveling with
the aid of a long cane shall be placed across the full width of the closed pedestrian facility.
Support:
05 Maintaining a detectable, channelized pedestrian route is much more useful to pedestrians with vision
disabilities than closing a walkway and providing audible directions to an alternate route involving additional
crossings and a return to the original route. Braille is not useful in conveying such information because it is
difficult to find. Audible instructions might be provided, but the extra distance and additional street crossings
might add complexity to a trip.
Guidance:
06 Because printed signs and surface delineation are not usable by pedestrians with vision disabilities, blocked
routes, alternate crossings, and sign and signal information should be communicated to pedestrians with vision
disabilities by providing audible information devices, tactile and/or vibrating surface devices, and barriers
and channelizing devices that are detectable to pedestrians traveling with the aid of a long cane or who have
vision disabilities.
Sect. 6C.02 to 6C.03 December 2023
 MUTCD 11th Edition Page 781

Support:
07 The most desirable way to provide information to pedestrians with vision disabilities that is equivalent to
visual signing for notification of sidewalk closures is a speech message provided by an audible information device.
Devices that provide speech messages in response to passive pedestrian actuation are the most desirable. Other
devices that continuously emit a message, or that emit a message in response to use of a pushbutton, are also
acceptable. Audible information devices might not be needed if detectable channelizing devices make an alternate
route of travel evident to pedestrians with vision disabilities.
Guidance:
08 If a pushbutton is used to provide equivalent TTC information to pedestrians with vision disabilities, the
pushbutton should be equipped with a locator tone to notify pedestrians with vision disabilities that a special
accommodation is available, and to help them locate the pushbutton.
Section 6C.04 Worker Safety Considerations
Support:
01 Equally as important as the safety of road users traveling through the TTC zone is the safety of workers. TTC
zones present temporary and constantly changing conditions that are unexpected by road users. This creates an
even higher degree of vulnerability for workers on or near the roadway.
02 Maintaining TTC zones with road user flow inhibited as little as possible, and using TTC devices that get the
road users’ attention and provide positive direction are of particular importance. Likewise, equipment and vehicles
moving within the activity area create a risk to workers on foot. When possible, the separation of moving equipment
and construction vehicles from workers on foot provides the operators of these vehicles with a greater separation
clearance and improved sight lines to minimize exposure to the hazards of moving vehicles and equipment.
Guidance:
03 The following are the key elements of worker safety and TTC management that should be considered to
improve worker safety:
A. Training—all workers should be trained on how to work next to motor vehicle traffic in ways that
minimize their vulnerability. Workers having specific TTC responsibilities should be trained in TTC
techniques, device usage, and placement.
B. Temporary Traffic Barriers—temporary traffic barriers should be placed along the work space depending
on factors such as lateral clearance of workers from adjacent traffic, speed of traffic, duration and type of
operations, time of day, and volume of traffic.
C. Speed Management—reducing the speed of vehicular traffic, mainly through regulatory speed zoning,
funneling, lane reduction, and/or the use of speed safety cameras, uniformed law enforcement officers, or
flaggers should be considered.
D. Activity Area—operations entering and departing the work space, and within the work space, should be
planned to minimize backing maneuvers by construction vehicles and equipment to minimize the risk of
run-over and back-over crashes.
E. Worker Safety Planning—a trained person designated by the employer should conduct a basic hazard
assessment for the worksite and job classifications required in the activity area. This safety professional
should determine whether engineering, administrative, or personal protection measures should be
implemented. This plan should be in accordance with the Occupational Safety and Health Act of 1970,
as amended, “General Duty Clause” Section 5(a)(1) - Public Law 91-596, 84 Stat. 1590, December
29, 1970, as amended, and with the requirement to assess worker risk exposures for each job site and
job classification, as per 29 CFR 1926.20 (b)(2) of “Occupational Safety and Health Administration
Regulations, General Safety and Health Provisions.”
Option:
04 The following are additional elements of TTC management that may be considered to improve worker safety:
A. Shadow Vehicle—in the case of mobile and constantly moving operations, such as pothole patching and
striping operations, a shadow vehicle, equipped with appropriate lights and warning signs, may be used
to protect the workers from impacts by errant vehicles. The shadow vehicle may be equipped with a rear-
mounted impact attenuator.
B. Road Closure—if alternate routes are available to handle road users, the road may be closed temporarily to
facilitate project completion and thus further reduce worker vulnerability.
C. Law Enforcement Use—in highly vulnerable work situations, particularly those of relatively short-
duration, law enforcement units may be stationed to heighten the awareness of passing vehicular traffic
and to improve safety through the TTC zone.
D. Lighting—for nighttime work, the TTC zone and approaches may be lighted.
December 2023 Sect. 6C.03 to 6C.04
 Page 782 MUTCD 11th Edition

E. Special Devices—these include rumble strips, changeable message signs, hazard identification beacons,
flags, and warning lights. Intrusion warning devices may be used to alert workers to the approach of
errant vehicles.
Support:
05 Judicious use of the special devices described in Item E in Paragraph 4 of this Section might be helpful
for certain difficult TTC situations, but misuse or overuse of special devices or techniques might lessen their
effectiveness.
Section 6C.05 High-Visibility Safety Apparel
Standard:
01 For daytime and nighttime activity, all workers, including emergency responders, within the right-
of-way who are within the TTC zone shall wear high-visibility safety apparel that meets the Performance
Class 2 or 3 requirements of the ANSI/ISEA 107–2015 publication entitled “American National Standard
for High-Visibility Safety Apparel and Headwear,” or equivalent revisions, except as provided in Paragraph
4 of this Section. A person designated by the employer to be responsible for worker safety shall make the
selection of the appropriate class of garment.
02 The apparel background (outer) material color shall be fluorescent orange-red, fluorescent yellow-green,
or a combination of the two as defined in the ANSI standard. The retroreflective material shall be orange,
yellow, white, silver, yellow-green, or a fluorescent version of these colors.
03 When uniformed law enforcement personnel are used to direct traffic, to investigate crashes, or to
handle lane closures, obstructed roadways, and disasters, high-visibility safety apparel as described in this
Section shall be worn by the law enforcement personnel.
Option:
04 Emergency and incident responders and law enforcement personnel within the TTC zone may wear high-
visibility safety apparel that meets the performance requirements of the ANSI/ISEA 207-2006 publication entitled
“American National Standard for High-Visibility Public Safety Vests,” or equivalent revisions, and labeled as
ANSI 207-2006, in lieu of ANSI/ISEA 107-2015 apparel.
Standard:
05 Except as provided in Paragraph 6 of this Section, firefighters or other emergency responders working
within the right-of-way shall wear high-visibility safety apparel as described in this Section.
Option:
06 Firefighters or other emergency responders working within the right-of-way and engaged in emergency
operations that directly expose them to flame, fire, heat, and/or hazardous materials may wear retroreflective turn-
out gear that is specified and regulated by other organizations, such as the National Fire Protection Association.
Guidance:
07 For flagger wear during nighttime activity, high-visibility safety apparel that meets the Performance
Class 3 requirements of the ANSI/ISEA 107–2015 publication entitled “American National Standard for High-
Visibility Apparel and Headwear,” or equivalent revision, and labeled as meeting the ANSI 107-2015 standard
performance for Class 3 risk exposure should be worn.

Sect. 6C.04 to 6C.05 December 2023

 MUTCD 11th Edition Page 783

CHAPTER 6D. FLAGGER CONTROL

Section 6D.01 Qualifications for Flaggers
Guidance:
01 Because flaggers are responsible for public safety and make the greatest number of contacts with the public
of all highway workers, they should be trained in proper traffic control practices and public contact techniques.
Flaggers should be able to satisfactorily demonstrate the following abilities:
A. Ability to receive and communicate specific instructions clearly, firmly, and courteously;
B. Ability to move and maneuver quickly in order to avoid danger from errant vehicles;
C. Ability to control signaling devices (such as paddles and flags) in order to provide clear and positive
guidance to drivers approaching a TTC zone in frequently changing situations;
D. Ability to understand and apply proper traffic control practices, sometimes in stressful or emergency
situations; and
E. Ability to recognize dangerous traffic situations and warn workers in sufficient time to avoid injury.
Section 6D.02 STOP/SLOW Paddle for Hand-Signaling
Guidance:
01 The STOP/SLOW paddle (see Figure 6D-1 and Table 6G-1) should be the primary and preferred hand-
signaling device because the STOP/SLOW paddle gives road users more positive guidance than red flags.
Standard:
02 The STOP/SLOW paddle (R1-1 and W20-8) shall have an octagonal shape on a rigid handle.
When used at night, the STOP/SLOW paddle shall be retroreflectorized.
Option
03 A STOP/STOP or a SLOW/SLOW paddle may be used in certain situations (see Section 6D.05), provided
the device meets the size and shape requirements for the STOP/SLOW paddle.
Guidance:
04 The STOP/SLOW paddle should be fabricated from light semi-rigid material.
Support:
05 The optimum method of displaying a STOP or SLOW message is to place the STOP/SLOW paddle on a
rigid staff that is tall enough that when the end of the staff is resting on the ground, the message is high enough
to be seen by approaching or stopped traffic.
Option:
06 The STOP/SLOW paddle may be modified to improve conspicuity by incorporating either white or red
flashing lights on the STOP face, and either white or yellow flashing lights on the SLOW face. The flashing lights
may be arranged in any of the following patterns:
A. Two white or red lights, one centered vertically above and one centered vertically below the STOP legend;
and/or two white or yellow lights, one centered vertically above and one centered vertically below the
SLOW legend;
B. Two white or red lights, one centered horizontally on each side of the STOP legend; and/or two white or
yellow lights, one centered horizontally on each side of the SLOW legend;
C. One white or red light centered below the STOP legend; and/or one white or yellow light centered below
the SLOW legend;
D. A series of eight or more small white or red lights no larger than ¼ inch in diameter along the outer edge
of the paddle, arranged in an octagonal pattern at the eight corners of the border of the STOP face; and/
or a series of eight or more small white or yellow lights no larger than ¼ inch in diameter along the outer
edge of the paddle, arranged in a diamond pattern along the border of the SLOW face; or
E. A series of white lights forming the shapes of the letters in the legend.
Standard:
07 If flashing lights are used on the STOP face of the paddle, their colors shall be all white or all red.
If flashing lights are used on the SLOW face of the paddle, their colors shall be all white or all yellow.
08 If more than eight flashing lights are used, the lights shall be arranged such that they clearly convey the
octagonal shape of the STOP face of the paddle and/or the diamond shape of the SLOW face of the paddle.
09 If flashing lights are used on the STOP/SLOW paddle, the flash rate shall be at least 50, but not more
than 60, flashes per minute.

December 2023 Sect. 6D.01 to 6D.02

 Page 784 MUTCD 11th Edition

Figure 6D-1. Use of Hand-Signaling Devices by Flaggers

PREFERRED METHOD EMERGENCY SITUATIONS ONLY
STOP/SLOW Paddle Red Flag
18 inches
MIN.

R1-1
36 inches

24 inches

TO STOP TRAFFIC 24
inches

18 inches
MIN.

W20-8

TO LET
TRAFFIC PROCEED

18 inches
MIN.

W20-8

TO ALERT AND
SLOW TRAFFIC

Sect. 6D.02 December 2023

 MUTCD 11th Edition Page 785

Section 6D.03 Flag for Hand-Signaling

Guidance:
01 Use of flags should be limited to emergency situations.
Standard:
02 Flags, when used, shall be red or fluorescent orange-red in color, shall be a minimum of 24 inches
square, and shall be securely fastened to a staff that is approximately 36 inches in length.
Guidance:
03 The free edge of a flag should be weighted so the flag will hang vertically, even in heavy winds.
Standard:
04 When used at nighttime, flags shall be retroreflectorized.
Section 6D.04 Flashlight for Hand-Signaling
Option:
01 When flagging in an emergency situation at night in a non-illuminated flagger station, a flagger may use a
flashlight with a red glow cone to supplement the STOP/SLOW paddle or flag.
Standard:
02 When a flashlight is used for flagging in an emergency situation at night in a non-illuminated flagger
station, the flagger shall hold the flashlight in the left hand, shall hold the paddle or flag in the right hand
as shown in Figure 6D-1, and shall use the flashlight in the following manner to control approaching
road users:
A. To inform road users to stop, the flagger shall hold the flashlight with the left arm extended and
pointed down toward the ground, and then shall slowly wave the flashlight in front of the body in
a slow arc from left to right such that the arc reaches no farther than 45 degrees from vertical.
B. To inform road users to proceed, the flagger shall point the flashlight at the vehicle’s bumper, slowly
aim the flashlight toward the open lane, then hold the flashlight in that position. The flagger shall
not wave the flashlight.
C. To alert or slow traffic, the flagger shall point the flashlight toward oncoming traffic and quickly
wave the flashlight in a Figure eight motion.
Section 6D.05 Flagger Procedures
Support:
01 The use of paddles and flags by flaggers is illustrated in Figure 6D-1.
Standard:
02 Flaggers shall use a STOP/SLOW paddle, a flag, or an Automated Flagger Assistance Device (AFAD)
(see Sections 6L.02 through 6L.04) to control road users approaching a TTC zone. The use of hand
movements alone without a paddle, flag, or AFAD to control road users shall be prohibited when controlling
traffic in a one-lane two-way operation except when the control is provided by emergency responders at
incident scenes as described in Section 6O.01 or provided by uniformed law enforcement officers.
03 The following methods of signaling with a paddle shall be used:
A. To stop road users, the flagger shall face road users and aim the STOP paddle face toward road
users in a stationary position with the arm extended horizontally away from the body. The free arm
shall be held with the palm of the hand above shoulder level toward approaching traffic.
B. To direct stopped road users to proceed, the flagger shall face road users with the SLOW paddle
face aimed toward road users in a stationary position with the arm extended horizontally away from
the body. The flagger shall motion with the free hand for road users to proceed.
C. To alert or slow traffic, the flagger shall face road users with the SLOW paddle face aimed toward
road users in a stationary position with the arm extended horizontally away from the body.
Option:
04 To further alert or slow traffic, the flagger holding the SLOW paddle face toward road users may motion up
and down with the free hand, palm down.
Standard:
05 The following methods of signaling with a flag shall be used:
A. To stop road users, the flagger shall face road users and extend the flag staff horizontally across
the road users’ lane in a stationary position so that the full area of the flag is visibly hanging
below the staff. The free arm shall be held with the palm of the hand above shoulder level toward
approaching traffic.
December 2023 Sect. 6D.03 to 6D.05
 Page 786 MUTCD 11th Edition

B. To direct stopped road users to proceed, the flagger shall face road users with the flag and arm
lowered from the view of the road users, and shall motion with the free hand for road users to
proceed. Flags shall not be used to signal road users to proceed.
C. To alert or slow traffic, the flagger shall face road users and slowly wave the flag in a sweeping
motion of the extended arm from shoulder level to straight down without raising the arm above
a horizontal position. The flagger shall keep the free hand down.
Guidance:
06 The flagger should stand either on the shoulder adjacent to the road user being controlled or in the closed lane prior to
stopping road users. A flagger should only stand in the lane being used by moving road users after road users have stopped.
The flagger should be clearly visible to the first approaching road user at all times. The flagger also should be visible to
other road users. The flagger should be stationed sufficiently in advance of the workers to warn them (for example, with
audible warning devices such as horns or whistles) of approaching danger by out-of-control vehicles. The flagger should
stand alone, away from other workers, work vehicles, or equipment.
Option:
07 In certain conditions, it may be more appropriate for a flagger to use a STOP/STOP or a SLOW/SLOW paddle
to convey the appropriate message to approaching road users and avoid confusing those that are approaching the
operation from the opposing direction.
Section 6D.06 Flagger Stations
Standard:
01 Except as provided in Paragraph 2 of this Section, flagger stations shall be located such that
approaching road users will have sufficient distance to stop at an intended stopping point.
Option:
02 If sufficient stopping sight distance is not achievable, the location of the flagger station may be modified based
on engineering judgment.
03 The distances shown in Table 6B-2, which provides information regarding the stopping sight distance as
a function of speed, may be used for the location of a flagger station. These distances may be increased for
downgrades and other conditions that affect stopping distance.
Guidance:
04 Flagger stations should be located such that an errant vehicle has additional space to stop without entering
the work space. The flagger should identify an escape route that can be used to avoid being struck by an
errant vehicle.
Standard:
05 Except in emergency situations, flagger stations shall be preceded by an advance warning sign or signs.
Except in emergency situations, flagger stations shall be illuminated when flagging is used at night.

Sect. 6D.05 to 6D.06 December 2023

 MUTCD 11th Edition Page 787

CHAPTER 6E. ONE-LANE, TWO-WAY TRAFFIC CONTROL

Section 6E.01 One-Lane, Two-Way Traffic Control – General
Standard:
01 Except as provided in Paragraph 4 of this Section, when traffic in both directions must use a single lane
for a limited distance, movements from each end shall be coordinated.
Guidance:
02 Provisions should be made for alternate one-way movement through the constricted section via methods such
as flagger control, a flag transfer, a pilot car, traffic control signals, or stop or yield control.
03 Control points at each end should be chosen to permit easy passing of opposing lanes of vehicles.
Option:
04 If the work space on a low-volume street or road is short and road users from both directions are able to see
the traffic approaching from the opposite direction through and beyond the worksite, the movement of traffic
through a one-lane, two-way constriction may be self-regulating.
Section 6E.02 Flagger Method
Guidance:
01 Except as provided in Paragraph 2 of this Section, traffic should be controlled by a flagger at each end
of a constricted section of roadway. One of the flaggers should be designated as the coordinator. To provide
coordination of the control of the traffic, the flaggers should be able to communicate with each other orally,
electronically, or with manual signals. These manual signals should not be mistaken for flagging signals.
Option:
02 When a one-lane, two-way TTC zone is short enough to allow a flagger to see from one end of the zone to
the other, traffic may be controlled by either a single flagger or by a flagger at each end of the section.
Guidance:
03 When a single flagger is used, the flagger should be stationed on the shoulder opposite the constriction or
work space, or in a position where good visibility and traffic control can be maintained at all times. When good
visibility and traffic control cannot be maintained by one flagger station, traffic should be controlled by a flagger
at each end of the section.
Section 6E.03 Flag Transfer Method
Support:
01 The driver of the last vehicle proceeding into the one-lane section is given a red flag (or other token) and
instructed to deliver it to the flagger at the other end. The opposite flagger, upon receipt of the flag, then knows that
traffic can be permitted to move in the other direction. A variation of this method is to replace the use of a flag
with an official pilot car that follows the last road user vehicle proceeding through the section.
Guidance:
02 The flag transfer method should be employed only where the one-way traffic is confined to a relatively short
length of a road, usually no more than 1 mile in length.
Section 6E.04 Pilot Car Method
Option:
01 A pilot car may be used to guide a queue of vehicles through the TTC zone or detour.
Guidance:
02 The pilot car should have the name of the contractor or contracting authority prominently displayed.
Standard:
03 The PILOT CAR FOLLOW ME (G20-4) sign (see Figure 6H-1) shall be mounted on the top or on the
rear of the pilot vehicle (see Section 6H.37).
04 The pilot car operation shall be coordinated with flagging operations or other methods of control at
each end of the one lane section of the work zone.
05 If an Automated Flagger Assistance Device (AFAD) (see Section 6L.02) is used in pilot car operations,
the AFAD shall be operated by a flagger positioned near and within the line of sight of the AFAD. The
AFAD shall not be left unattended at any time that the AFAD is being used.

December 2023 Sect. 6E.01 to 6E.04

 Page 788 MUTCD 11th Edition

Guidance:
06 If temporary traffic control signals are used in pilot car operations and long wait times will be encountered
by road users, consideration should be given to using signs to notify drivers of the wait time and/or pilot car
operation, based on engineering judgment.
Section 6E.05 Temporary Traffic Control Signal Method
Option:
01 Traffic control signals may be used to control vehicular traffic movements in one-lane, two-way TTC zones
(see Figure 6P-12 and Chapter 4O).
Section 6E.06 Stop or Yield Control Method
Option:
01 STOP or YIELD signs may be used to control traffic on low-volume roads at a one-lane, two-way TTC zone
when drivers are able to see the other end of the one-lane, two-way operation and have sufficient visibility of
approaching vehicles.
Guidance:
02 If the STOP or YIELD sign is installed for only one direction, then the STOP or YIELD sign should face road
users who are driving on the side of the roadway that is closed for the work activity area.

Sect. 6E.04 to 6E.06 December 2023

 MUTCD 11th Edition Page 789

CHAPTER 6F. TEMPORARY TRAFFIC CONTROL ZONE SIGNS – GENERAL

Section 6F.01 General Characteristics of TTC Zone Signs
Support:
01 TTC zone signs convey both general and specific messages by means of words, symbols, and/or arrows and
have the same three categories as all road user signs: regulatory, warning, and guide.
Option:
02 Where the color orange is required, the fluorescent orange color may also be used.
Support:
03 The fluorescent version of orange provides higher conspicuity than standard orange, especially during twilight.
Option:
04 Standard orange flags, flashing beacons, and/or flashing warning lights may be used in conjunction with signs.
Standard:
05 When standard orange flags, flashing beacons, and/or flashing warning lights are used in conjunction
with a sign, they shall not block the sign face.
06 Except as provided in Section 2A.07, the sizes for TTC signs and plaques shall be as shown in Tables
6G-1, 6H-1, and 6I-1. The sizes in the minimum column shall only be used on low-volume rural roads, local
streets, or roadways where the operating speed is 30 mph or less.
Option:
07 The dimensions of signs and plaques shown in Tables 6G-1, 6H-1, and 6I-1 may be increased wherever
necessary for greater legibility or emphasis.
Guidance:
08 Deviations from standard sizes as prescribed in this Manual should be in 6-inch increments.
Support:
09 Sign design details are contained in the “Standard Highway Signs” publication (see Section 1A.05).
10 Section 2A.04 contains additional information regarding the design of signs, including an Option allowing the
development of special word message signs if a standard word message or symbol sign is not available to convey
the necessary regulatory, warning, or guidance information.
Standard:
11 All signs used at night shall be either retroreflective or illuminated to show the same shape and similar
color both day and night.
12 The requirement for sign illumination shall not be considered to be satisfied by street, highway, or
strobe lighting.
Option:
13 Sign illumination may be either internal or external.
14 Signs may be made of rigid or flexible material.
Section 6F.02 Sign Placement
Guidance:
01 Signs should be located on the right-hand side of the roadway unless otherwise provided in this Manual.
Option:
02 Where special emphasis is needed, signs may be placed on both the left-hand and right-hand sides of the
roadway. Signs mounted on portable supports may be placed within the roadway itself. Signs may also be mounted
on or above barricades.
Support:
03 The provisions of this Section regarding mounting height apply unless otherwise provided for a particular sign
elsewhere in this Manual.
Standard:
04 The minimum height, measured vertically from the bottom of the sign to the elevation of the near edge
of the pavement, of signs installed at the side of the road in rural areas shall be 5 feet (see Figure 6F-1).

December 2023 Sect. 6F.01 to 6F.02

 Page 790 MUTCD 11th Edition

05 The minimum height, measured vertically from the bottom of the sign to the top of the curb, or in the
absence of curb, measured vertically from the bottom of the sign to the elevation of the near edge of the
traveled way, of signs installed at the side of the road in business, commercial, or residential areas where
parking or pedestrian movements are likely to occur, or where the view of the sign might be obstructed,
shall be 7 feet (see Figure 6F-1).
06 The minimum height, measured vertically from the bottom of the sign to the sidewalk, of signs installed
above sidewalks shall be 7 feet.
07 The bottom of a sign mounted on a barricade, or other portable support, shall be at least 1 foot above
the traveled way.
Option:
08 The height to the bottom of a secondary sign mounted below another sign may be 1 foot less than the height
provided in Paragraphs 4 through 6 of this Section.
Guidance:
09 Neither portable nor permanent sign supports should be located on sidewalks, bicycle facilities, or areas
designated for pedestrians or bicyclists.
Standard:
10 Signs shall be mounted and placed in accordance with Section 307 of the U.S. Department of Justice
2010 ADA Standards for Accessible Design, September 15, 2010, 28 CFR 35 and 36, Americans with
Disabilities Act of 1990.
Guidance:
11 Except as provided in Paragraph 12 of this Section, signs mounted on portable sign supports that do not meet
the minimum mounting heights provided in Part 2 should not be used for a duration of more than 3 days.

Figure 6F-1. Height and Lateral Location of Signs—Typical Installations

6 to 12 ft
6 to 12 ft

6 ft MIN.
5 ft MIN. 4 ft
MIN.

Paved shoulder
A – Rural area B – Rural area with advisory speed plaque

2 ft
MIN.
6 to 12 ft

7 ft 7 ft
MIN. MIN.

C – Business, commercial, Walkway D – Business, commercial, or residential

or residential area area (without curb)
Sect. 6F.02 December 2023
 MUTCD 11th Edition Page 791

Option:
12 The R9-8 through R9-11a series, R11 series, W1-6 through W1-8 series, M4-10, E5-1, or other similar type
signs (see Figures 6G-1, 6H-1, and 6I-1) may be used on portable sign supports that do not meet the minimum
mounting heights provided in Part 2 for longer than 3 days.
Support:
13 Methods of mounting signs other than on posts are illustrated in Figure 6F-2.
Guidance:
14 Signs mounted on Type 3 Barricades should not cover more than 50 percent of the top two rails or 33 percent
of the total area of the three rails.
Standard:
15 Signs and sign supports used together shall be crashworthy (see Section 6A.04). Where large signs
having an area exceeding 50 square feet are installed on multiple breakaway posts, the clearance from
the ground to the bottom of the sign shall be at least 7 feet.
Option:
16 For mobile operations, a sign may be mounted on a work vehicle, a shadow vehicle, or a trailer stationed in
advance of the TTC zone or moving along with it.
Section 6F.03 Sign Maintenance
Guidance:
01 Signs should be properly maintained for cleanliness, visibility, retroreflectivity, and correct positioning.
02 Signs that have lost significant legibility should be promptly replaced.
Support:
03 Section 2A.21 contains information regarding the retroreflectivity of signs, including the signs that are used
in TTC zones.

December 2023 Sect. 6F.02 to 6F.03

 Page 792 MUTCD 11th Edition

Figure 6F-2. Methods of Mounting Signs Other Than on Posts

Orange Flag
(optional)

1 ft MIN.
8 ft MIN. above the traveled way
(see Section 6L.08)

High-Level Warning Device

(Flag Tree)

1 ft MIN. above
the traveled way
PORTABLE AND TEMPORARY MOUNTINGS

Flasher
(optional)

BARRICADES

Sect. 6F.03 December 2023

 MUTCD 11th Edition Page 793

CHAPTER 6G. TTC ZONE REGULATORY SIGNS

Section 6G.01 Regulatory Sign Authority
Support:
01 Regulatory signs such as those shown in Figure 6G-1 inform road users of traffic laws or regulations and
indicate the applicability of legal requirements that would not otherwise be apparent.
Standard:
02 Regulatory signs shall be authorized by the public agency or official having jurisdiction and shall
conform with Chapter 2B.
Section 6G.02 Regulatory Sign Design and Size
Standard:
01 TTC regulatory signs shall comply with the Standards for regulatory signs presented in Part 2
and in the FHWA’s “Standard Highway Signs” publication (see Section 1A.05).
02 The sizes for TTC regulatory signs shall be as shown in Table 6G-1.
Section 6G.03 Regulatory Sign Applications
Standard:
01 If a TTC zone requires regulatory measures different from those existing, the existing permanent
regulatory devices shall be removed or covered and superseded by the appropriate temporary regulatory
signs. This change shall be made in compliance with applicable ordinances or statutes of the jurisdiction.
Section 6G.04 Road Closed Signs (R11-2 Series)
Guidance:
01 The ROAD CLOSED (R11-2) sign (see Figure 6G-1) should be used when the roadway is closed to all road
users except contractors’ equipment or officially authorized vehicles. The R11-2 sign should be accompanied by
appropriate warning and detour signing.
Option:
02 STREET CLOSED (R11-2a), BRIDGE OUT (R11-2b), or PATH CLOSED (R11-2c) signs may be substituted
for Road Closed signs where applicable.
Guidance:
03 Road Closed signs should be installed at or near the center of the roadway on or above a Type 3 Barricade
that closes the roadway (see Section 6K.07).
Standard:
04 Road Closed signs shall not be used where road user flow is maintained through the TTC zone
with a reduced number of lanes on the existing roadway or where the actual closure is some distance
beyond the sign.
Section 6G.05 Local Traffic Only Signs (R11-3 Series and R11-4)
Guidance:
01 The Local Traffic Only signs (see Figure 6G-1) should be used where road user flow detours to avoid a
closure some distance beyond the sign, but where local road users can use the roadway to the point of closure.
These signs should be accompanied by appropriate warning and detour signing.
02 In rural applications, the Local Traffic Only sign should have the legend ROAD CLOSED XX MILES AHEAD,
LOCAL TRAFFIC ONLY (R11-3).
Option:
03 In urban areas, a ROAD (STREET) CLOSED TO THRU TRAFFIC (R11-4) sign or the legend ROAD
CLOSED, LOCAL TRAFFIC ONLY may be used.
04 In urban areas, a word message that includes the name of an intersecting street name or well-known
destination may be substituted for the words XX MILES AHEAD on the R11-3 sign where applicable.
05 A STREET CLOSED (R11-3a) or BRIDGE OUT (R11-3b) sign may be substituted for an R11-3 sign,
where applicable.
06 The words BRIDGE OUT, BRIDGE CLOSED, or STREET CLOSED may be substituted for the words
ROAD CLOSED on the R11-4 sign where applicable.

December 2023 Sect. 6G.01 to 6G.05

 Page 794 MUTCD 11th Edition

Figure 6G-1. Regulatory Signs and Plaques

in Temporary Traffic Control Zones (Sheet 1 of 2)
G20-5aP

R1-1 R1-2 R1-2aP R1-7 R1-7a R1-8 R2-1

R2-6P R2-6aP R2-6bP R2-10 R2-11 R2-12 R3-1 R3-2

R3-3 R3-4 R3-5 R3-6 R3-7 R3-8

R3-18 R3-27 R4-1 R4-2 R4-7 R4-7c

R4-9 R4-9a R5-1 R5-1a

R6-1 R6-2 R8-3

Note: See Chapter 2B for information on the application of these signs.

Sect. 6G.05 December 2023

 MUTCD 11th Edition Page 795

Figure 6G-1. Regulatory Signs and Plaques

in Temporary Traffic Control Zones (Sheet 2 of 2)

R9-8 R9-9 R9-10 R9-11 R9-11a R9-12 R9-20

R10-6 R11-2 R11-2c R11-3

R11-4 R12-1 R12-2 R12-5 R22-2

Note: See Chapter 2B for information on the application of these signs.

Section 6G.06 Weight Limit Signs (R12-1, R12-2, and R12-5)

Standard:
01 A Weight Limit sign (see Figure 6G-1), which shows the gross weight or axle weight that is permitted on
the roadway or bridge, shall be consistent with State or local regulations and shall not be installed without
the approval of the authority having jurisdiction over the highway.
02 When weight restrictions are imposed because of the activity in a TTC zone, a marked detour shall be
provided for vehicles weighing more than the posted limit.
Section 6G.07 STAY IN LANE Signs (R4-9 and R4-9a)
Option:
01 A STAY IN LANE (R4-9) sign (see Figure 6G-1) may be used where a multi-lane shift has been incorporated
as part of the TTC on a highway to direct road users around road work that occupies part of the roadway on a
multi-lane highway.
Guidance:
02 A STAY IN LANE TO MERGE POINT (R4-9a) sign (see Figure 6G-1) should be used during late merge
operations (see Section 6N.19) to direct traffic to use all available lanes until the merge point is reached.
Section 6G.08 Work Zone and Higher Fines Signs and Plaques
Option:
01 A WORK ZONE (G20-5aP) plaque (see Figure 6G-1) may be mounted above a Speed Limit sign to emphasize
that a reduced speed limit is in effect within a TTC zone. An END WORK ZONE SPEED LIMIT (R2-12) sign
(see Figure 6G-1) may be installed at the downstream end of the reduced speed limit zone.
Guidance:
02 A BEGIN HIGHER FINES ZONE (R2-10) sign (see Figure 6G-1) should be installed at or near the
beginning of a TTC zone where increased fines are imposed for traffic violations, and an END HIGHER FINES
ZONE (R2-11) sign (see Figure 6G-1) should be installed at or near the downstream end of the TTC zone.
December 2023 Sect. 6G.06 to 6G.08
 Page 796 MUTCD 11th Edition

Table 6G‑1. Temporary Traffic Control Zone Regulatory Sign and Plaque Sizes
Sign Conventional Freeway or
Sign or Plaque Section Minimum
Designation Road Expressway
Stop R1‑1 6G.02 30 x 30* — —
Stop (on Stop/Slow Paddle) R1‑1 6D.02 18 x 18 — —
Yield R1‑2 6G.02 36 x 36 x 36* — 30 x 30 x 30
To Oncoming Traffic (plaque) R1‑2aP 6G.02 36 x 30 48 x 36 24 x 18
Wait on Stop R1‑7 6L.03 24 x 30 24 x 30 —
Wait on Stop ‑ Go on Slow R1‑7a 6G.03 30 x 36 30 x 36 —
Go on Slow R1‑8 6L.03 24 x 30 24 x 30 —
Speed Limit R2‑1 6G.08 24 x 30* 36 x 48 —
Fines Higher (plaque) R2‑6P 6G.08 24 x 18 36 x 24 —
Fines Double (plaque) R2‑6aP 6G.08 24 x 18 36 x 24 —
$XX Fine (plaque) R2‑6bP 6G.08 24 x 18 36 x 24 —
Begin Higher Fines Zone R2‑10 6G.08 24 x 30 36 x 48 —
End Higher Fines Zone R2‑11 6G.08 24 x 30 36 x 48 —
End Work Zone Speed Limit R2‑12 6G.08 24 x 36 36 x 54 —
Movement Prohibition R3‑1,2,3,4 6G.02 24 x 24* 36 x 36 —
Mandatory Movement Lane Control ‑ Turn Only R3‑5 6G.02 30 x 36 — —
Optional Movement Lane Control ‑ Thru and Turn R3‑6 6G.02 30 x 36 — —
Right (Left) Lane Must Turn Right (Left) R3‑7 6G.02 30 x 30* — —
Advance Intersection Lane Control (2 lanes) R3‑8 6G.02 30 x 30 — —
Movement Prohibition ‑ No U or Left Turn R3‑18 6G.02 24 x 24* 36 x 36 —
Movement Prohibition ‑ No Straight Through R3‑27 6G.02 24 x 24* 36 x 36 —
Do Not Pass R4‑1 6G.02 24 x 30 36 x 48 —
Pass With Care R4‑2 6G.02 24 x 30 36 x 48 —
Keep Right R4‑7 6G.02 24 x 30 36 x 48 —
Narrow Keep Right R4‑7c 6G.02 18 x 30 — —
Stay in Lane R4‑9 6G.07 24 x 30 36 x 48 —
Stay In Lane To Merge Point R4‑9a 6G.07 36 x 48 36 x 48 —
Do Not Enter R5‑1 6G.02 30 x 30* 36 x 36 —
Wrong Way R5‑1a 6G.02 36 x 24* 42 x 30 —
One Way R6‑1 6G.02 36 x 12* 48 x 18 —
One Way R6‑2 6G.02 24 x 30* 36 x 48 —
No Parking (symbol) R8‑3 6G.02 24 x 24* 36 x 36 —
Pedestrian Crosswalk R9‑8 6G.09 36 x 18 — —
Sidewalk Closed R9‑9 6G.10 24 x 12 — —
Sidewalk Closed, Use Other Side R9‑10 6G.10 24 x 12 — —
Sidewalk Closed Ahead, Cross Here R9‑11 6G.10 24 x 18 — —
Sidewalk Closed, Cross Here R9‑11a 6G.10 24 x 12 — —
Bike Lane Closed R9‑12 6P.01 24 x 12 — —
Stop Here on Red R10‑6 6L.04 24 x 36 — —
Road Closed R11‑2, 2a, 2b, 2c 6G.04 48 x 30 — —
Road Closed ‑ Local Traffic Only R11‑3, 3a, 3b, 4 6G.05 60 x 30 — —
Weight Limit R12‑1, 2 6G.06 24 x 30 36 x 48 —
Weight Limit R12‑5 6G.06 24 x 36 36 x 48 —
Turn Off 2‑Way Radio and Cell Phone R22‑2 6G.11 42 x 36 42 x 36 —
Work Zone (plaque) G20‑5aP 6G.08 24 x 18 30 x 24 —

* See Table 2B‑1 for minimum size required for signs facing traffic on multi‑lane conventional roads
Notes:
1. Larger signs may be used wherever necessary for greater legibility or emphasis
2. Dimensions are shown in inches and are shown as width x height
Sect. 6G.08 December 2023
 MUTCD 11th Edition Page 797

Option:
03 Alternate legends such as BEGIN (or END) DOUBLE FINES ZONE may also be used for the R2-10 and
R2-11 signs.
04 A FINES HIGHER, FINES DOUBLE, or $XX FINE plaque (see Section 2B.25 and Figure 6G-1) may be
mounted below the Speed Limit sign if increased fines are imposed for traffic violations within the TTC zone.
05 Individual signs and plaques for work zone speed limits and higher fines may be combined into a single sign or
may be displayed as an assembly of signs and plaques.
Section 6G.09 PEDESTRIAN CROSSWALK Sign (R9-8)
Option:
01 The PEDESTRIAN CROSSWALK (R9-8) sign (see Figure 6G-1) may be used to indicate where a temporary
crosswalk has been established.
Standard:
02 If a temporary crosswalk is established, it shall be accessible to pedestrians with disabilities in
accordance with Section 6C.03.
Section 6G.10 SIDEWALK CLOSED Signs (R9-9, R9-10, R9-11, and R9-11a)
Guidance:
01 SIDEWALK CLOSED signs (see Figure 6G-1) should be used where pedestrian flow is restricted. Bicyclist/
Pedestrian Detour (M4-9a) signs or Pedestrian Detour (M4-9b) signs should be used where pedestrian flow is
rerouted (see Section 6I.02).
02 The SIDEWALK CLOSED (R9-9) sign should be installed at the beginning of the closed sidewalk, at the
intersections preceding the closed sidewalk, and elsewhere along the closed sidewalk as needed.
03 The SIDEWALK CLOSED, (ARROW) USE OTHER SIDE (R9-10) sign should be installed at the beginning of
the restricted sidewalk when a parallel sidewalk exists on the other side of the roadway.
04 The SIDEWALK CLOSED AHEAD, (ARROW) CROSS HERE (R9-11) sign should be used to indicate to
pedestrians that sidewalks beyond the sign are closed and to direct them to open crosswalks, sidewalks, or other
travel paths.
05 The SIDEWALK CLOSED, (ARROW) CROSS HERE (R9-11a) sign should be installed just beyond the point
to which pedestrians are being redirected.
Support:
06 These signs are typically mounted on a detectable barricade to encourage compliance and to communicate
with pedestrians that the sidewalk is closed. Printed signs are not useful to many pedestrians with vision
disabilities. A barrier or barricade detectable by a person with a vision disability is sufficient to indicate that
a sidewalk is closed. If the barrier is continuous with detectable channelizing devices for an alternate route,
accessible signing might not be necessary.
Section 6G.11 TURN OFF 2-WAY RADIO AND CELL PHONE Sign (R22-2)
Standard:
01 The TURN OFF 2-WAY RADIO AND CELL PHONE (R22-2) sign (see Figure 6G-1) shall be
used to require road users to turn off mobile radio transmitters and cellular telephones where blasting
operations occur.
Support:
02 Section 6H.25 contains information about the full sequence of signs for blasting zones and the specific
requirements for location of this regulatory sign.
Section 6G.12 Other Regulatory Signs
Option:
01 Regulatory word message signs other than those classified and specified in this Manual and the “Standard
Highways Signs” publication (see Section 1A.05) may be developed and used based on engineering judgment
to aid the enforcement of other laws or regulations in TTC zones.
Guidance:
02 Special regulatory signs should comply with the general requirements of color, shape, and alphabet size
and series. The sign message should be brief, legible, and clear.

December 2023 Sect. 6G.08 to 6G.12

 Page 798 MUTCD 11th Edition

CHAPTER 6H. TTC ZONE WARNING SIGNS

Section 6H.01 Warning Sign Function, Design, and Application
Support:
01 TTC zone warning signs (see Figure 6H-1) notify road users of specific situations or conditions on or adjacent
to a roadway that might not otherwise be apparent.
Standard:
02 TTC warning signs shall comply with the Standards for warning signs presented in Part 2 and in the
FHWA’s “Standard Highway Signs” publication (see Section 1A.05).
03 The sizes for TTC warning signs shall be as shown in Table 6H-1.
04 Except as provided in Paragraph 5 of this Section, TTC warning signs shall be diamond-shaped with
a black legend and border on an orange background, except for the Grade Crossing Advance Warning
(W10-1) sign, which shall have a black legend and border on a yellow background.
Option:
05 Warning signs that are required or recommended in Parts 2 or 7 to have a fluorescent yellow-green background
may have that color background in TTC zones.
06 Existing warning signs with a yellow background that are still applicable may remain in place.
07 Warning signs used for TTC incident management situations may have a black legend and border on a
fluorescent pink background.
08 Mounting or space considerations may justify a change from the standard diamond shape to a
rectangular shape.
09 In emergencies, available warning signs having yellow backgrounds may be used if signs with orange or
fluorescent pink backgrounds are not at hand.
Guidance:
10 Where roadway or road user conditions require greater emphasis, larger than standard size warning signs
should be used, with the symbol or legend enlarged approximately in proportion to the outside dimensions.
11 Where any part of the roadway is obstructed or closed by work activities or incidents, advance warning signs
should be installed to alert road users well in advance of these obstructions or restrictions.
12 Where road users include pedestrians, the provision of supplemental audible information or detectable
barriers or barricades should be provided for people with vision disabilities.
Support:
13 Detectable barriers or barricades communicate very clearly to pedestrians who have vision disabilities that
they can no longer proceed in the direction that they are traveling.
Option:
14 Advance warning signs may be used singly or in combination.
15 Where distances are not displayed on warning signs as part of the message, a supplemental plaque with the
distance legend may be mounted immediately below the sign on the same support.
Section 6H.02 Position of Advance Warning Signs
Guidance:
01 Where highway conditions permit, warning signs should be placed in advance of the transition and activity
areas at varying distances depending on roadway type, condition, and posted speed. Table 6B-1 contains
information regarding the spacing of advance warning signs. Where a series of two or more advance warning
signs is used, the closest sign to the transition and activity areas should be placed approximately 100 feet for
low-speed urban streets to 1,000 feet or more for freeways and expressways.
02 Where multiple advance warning signs are needed on the approach to a transition and activity area, the
ROAD WORK AHEAD (W20-1) sign should be the first advance warning sign encountered by road users.
Support:
03 Various conditions, such as limited sight distance or obstructions that might require a driver to reduce speed
or stop, might require additional advance warning signs.
Option:
04 As an alternative to a specific distance on advance warning signs, the word AHEAD may be used.

Sect. 6H.01 to 6H.02 December 2023

 MUTCD 11th Edition Page 799

Figure 6H-1. Warning Signs and Plaques in Temporary Traffic Control Zones (Sheet 1 of 4)

W1-1 W1-2 W1-3 W1-4 W1-4b

W1-4c W1-6 W1-8 W3-1 W3-2

W3-3 W3-4 W3-5 W3-5a W4-1

W4-2 W4-3 W4-5 W4-5aP W4-6

W5-1 W5-2 W5-3 W5-4 W6-1

W6-2 W6-3 W6-4 W7-1 W7-3aP W8-1

Note: See Chapter 2C for information on the application of these signs.

December 2023 Sect. 6H.02
 Page 800 MUTCD 11th Edition

Figure 6H-1. Warning Signs and Plaques in Temporary Traffic Control Zones (Sheet 2 of 4)

W8-2 W8-3 W8-4 W8-5 W8-6

W8-7 W8-8 W8-9 W8-11 W8-12

W8-15 W8-17

W8-15aP W8-17P
W8-14 W8-16 W8-18

W8-23 W8-24 W8-25 W9-1 W9-2a

W9-3 W9-5a W11-10 W12-1 W12-2 W13-1P

Note: See Chapter 2C for information on the application of these signs.

Sect. 6H.02 December 2023

 MUTCD 11th Edition Page 801

Figure 6H-1. Warning Signs and Plaques in Temporary Traffic Control Zones (Sheet 3 of 4)

W13-4P W14-3 W20-1* W20-1b W20-2

W20-2a W20-3** W20-3a W20-4 W20-5

W20-7***

W20-5a W20-5b W21-1 W21-1a

W16-2P

W21-2**** W21-3 W21-4 W21-5 W21-5a

W21-5b W21-6 W21-7 W21-8 W22-1

Note: See Chapter 2C for information on the application of these signs.

* An optional STREET WORK word message sign is shown in the “Standard Highway Signs” publication.
** An optional STREET CLOSED word message sign is shown in the “Standard Highway Signs” publication.
*** An optional FLAGGER (W20-7a) word message sign is shown in the “Standard Highway Signs” publication.
**** An optional FRESH TAR word message sign is shown in the “Standard Highway Signs” publication.

December 2023 Sect. 6H.02

 Page 802 MUTCD 11th Edition

Figure 6H-1. Warning Signs and Plaques in Temporary Traffic Control Zones (Sheet 4 of 4)

W24-1

W24-1cP
W22-3 W23-1 W23-2 W24-1a

W24-1b G20-1 G20-2 G20-4

Note: See Chapter 2C for information on the application of these signs.

Support:
05 At TTC zones on lightly-traveled roads, all of the advance warning signs prescribed for major construction
might not be needed.
Option:
06 Utility work, maintenance, or minor construction can occur within the TTC zone limits of a major construction
project, and additional warning signs may be needed.
Guidance:
07 Utility, maintenance, and minor construction signing and TTC should be coordinated with appropriate
authorities so that road users are not confused or misled by the additional TTC devices.
Section 6H.03 ROAD (STREET) WORK Sign (W20-1)
Guidance:
01 The ROAD (STREET) WORK (W20-1) sign (see Figure 6H-1), which serves as a general warning of
obstructions or restrictions, should be located in advance of the work space or any detour, on the road where
the work is taking place.
02 Where traffic can enter a TTC zone from a crossroad or a major (high-volume) driveway, an advance
warning sign should be used on the crossroad or major driveway.
Option:
03 The legend STREET may be substituted for ROAD and the distance legend may be either XX FEET,
XX MILES, or AHEAD.
Section 6H.04 DETOUR Sign (W20-2)
Guidance:
01 The DETOUR (W20-2) sign (see Figure 6H-1) should be used in advance of a road user detour over a
different roadway or route.
Option:
02 The distance legend may be either XX FEET, XX MILES, or AHEAD.
Sect. 6H.02 to 6H.04 December 2023
 MUTCD 11th Edition Page 803

Table 6H‑1. Temporary Traffic Control Zone Warning Sign and Plaque Sizes (Sheet 1 of 2)
Sign Conventional Freeway or
Sign or Plaque Section Minimum
Designation Road Expressway
Turn and Curve Signs W1‑1,2,3,4 6H.01 36 x 36 48 x 48 30 x 30
Reverse Curve (2 or more lanes) W1‑4b,4c 6H.30 36 x 36 48 x 48 30 x 30
Large Arrow (1‑direction) W1‑6 6H.01 48 x 24 60 x 30 —
Chevron Alignment W1‑8 6H.01 18 x 24 30 x 36 —
Stop Ahead W3‑1 6H.01 36 x 36 48 x 48 30 x 30
Yield Ahead W3‑2 6H.01 36 x 36 48 x 48 30 x 30
Signal Ahead W3‑3 6H.01 36 x 36 48 x 48 30 x 30
Be Prepared to Stop W3‑4 6H.01 36 x 36 48 x 48 30 x 30
Reduced Speed Limit Ahead W3‑5 6H.01 36 x 36 48 x 48 30 x 30
XX MPH Speed Zone Ahead W3‑5a 6H.01 36 x 36 48 x 48 30 x 30
Merging Traffic W4‑1,5 6H.01 36 x 36 48 x 48 36 x 36
Lane Ends W4‑2 6H.08 36 x 36 48 x 48 30 x 30
Added Lane W4‑3,6 6H.01 36 x 36 48 x 48 30 x 30
No Merge Area (plaque) W4‑5aP 6H.01 18 x 24 24 x 30 —
Road Narrows W5‑1 6H.01 36 x 36 48 x 48 30 x 30
Narrow Bridge W5‑2 6H.01 36 x 36 48 x 48 30 x 30
One Lane Bridge W5‑3 6H.01 36 x 36 48 x 48 30 x 30
Ramp Narrows W5‑4 6H.10 36 x 36 48 x 48 30 x 30
Divided Highway W6‑1 6H.01 36 x 36 48 x 48 30 x 30
Divided Highway Ends W6‑2 6H.01 36 x 36 48 x 48 30 x 30
Two‑Way Traffic W6‑3 6H.16 36 x 36 48 x 48 30 x 30
Narrow Two‑Way Traffic W6‑4 6H.17 12 x 18 12 x 18 —
Hill W7‑1 6H.01 36 x 36 48 x 48 30 x 30
Next XX Miles (plaque) W7‑3aP 6H.33 24 x 18 36 x 30 —
Bump W8‑1 6H.01 36 x 36 48 x 48 24 x 24
Dip W8‑2 6H.01 36 x 36 48 x 48 24 x 24
Pavement Ends W8‑3 6H.01 36 x 36 48 x 48 30 x 30
Soft Shoulder W8‑4 6H.26 36 x 36 48 x 48 30 x 30
Slippery When Wet W8‑5 6H.01 36 x 36 48 x 48 30 x 30
Truck Crossing W8‑6 6H.21 36 x 36 48 x 48 30 x 30
Loose Gravel W8‑7 6H.01 36 x 36 48 x 48 30 x 30
Rough Road W8‑8 6H.01 36 x 36 48 x 48 24 x 24
Low Shoulder W8‑9 6H.26 36 x 36 48 x 48 24 x 24
Uneven Lanes W8‑11 6H.27 36 x 36 48 x 48 30 x 30
No Center Line W8‑12 6H.29 36 x 36 48 x 48 30 x 30
Fallen Rocks W8‑14 6H.01 36 x 36 48 x 48 30 x 30
Grooved Pavement W8‑15 6H.01 36 x 36 48 x 48 30 x 30
Motorcycle (plaque) W8‑15aP 6H.34 24 x 18 30 x 24 —
Metal Bridge Deck W8‑16 6H.34 36 x 36 48 x 48 30 x 30
Shoulder Drop Off (symbol) W8‑17 6H.26 36 x 36 48 x 48 30 x 30
Shoulder Drop‑Off (plaque) W8‑17P 6H.26 24 x 18 30 x 24 —
Road May Flood W8‑18 6H.01 36 x 36 48 x 48 24 x 24
No Shoulder W8‑23 6H.01 36 x 36 48 x 48 30 x 30
Steel Plate Ahead W8‑24 6H.28 36 x 36 48 x 48 30 x 30
Shoulder Ends W8‑25 6H.01 36 x 36 48 x 48 30 x 30
Lane Ends W9‑1,2 6H.01 36 x 36 48 x 48 30 x 30
Merge Here Take Turns W9‑2a 6N.19 36 x 48 36 x 48 —
Interior Lane Shift Ahead W9‑3 6H.07 36 x 36 48 x 48 30 x 30

December 2023 Sect. 6H.04

 Page 804 MUTCD 11th Edition

Table 6H‑1. Temporary Traffic Control Zone Warning Sign and Plaque Sizes (Sheet 2 of 2)
Sign Conventional Freeway or
Sign or Plaque Section Minimum
Designation Road Expressway
Bicycles Merging W9‑5a 6P.01 30 x 30 — 18 x 18
Grade Crossing W10‑1 6H.01 36 dia. 48 Dia. —
Advance Warning
Truck W11‑10 6H.21 36 x 36 48 x 48 24 x 24
Double Arrow W12‑1 6H.01 30 x 30 36 x 36 —
Low Clearance W12‑2 6H.01 36 x 36 48 x 48 30 x 30
Advisory Speed (plaque) W13‑1P 6H.32 18 x 18 24 x 24 18 x 18
On Ramp (plaque) W13‑4P 6H.09 36 x 36 36 x 36 —
No Passing Zone (pennant) W14‑3 6H.01 48 x 48 x 36 64 x 64 x 48 40 x 40 x 30
XX Feet (2‑line plaque) W16‑2P 6H.01 24 x 18 30 x 24 —
Road Work (with distance) W20‑1 6H.03 36 x 36 48 x 48 30 x 30
Path Work (with distance) W20‑1b 6P.01 36 x 36 — 30 x 30
Detour (with distance) W20‑2 6H.04 36 x 36 48 x 48 30 x 30
Bike Detour (with distance) W20‑2a 6P.01 36 x 36 — 30 x 30
Bike Diversion (with distance) W20‑2b 6P.01 36 x 36 — 30 x 30
Road Closed (with distance) W20‑3 6H.05 36 x 36 48 x 48 30 x 30
Path Closed (with distance) W20‑3a 6P.01 36 x 36 — 30 x 30
One Lane Road (with distance) W20‑4 6H.06 36 x 36 48 x 48 30 x 30
Lane(s) Closed (with distance) W20‑5,5a 6H.07 36 x 36 48 x 48 30 x 30
Bike Lane Closed (with distance) W20‑5b 6P.01 36 x 36 — 30 x 30
Flagger (symbol) W20‑7 6H.15 36 x 36 48 x 48 30 x 30
Flagger W20‑7a 6H.15 36 x 36 48 x 48 30 x 30
Slow (on Stop/Slow Paddle) W20‑8 6D.02 18 x 18 — —
Workers W21‑1,1a 6H.18 36 x 36 48 x 48 30 x 30
Fresh Oil W21‑2 6H.19 36 x 36 48 x 48 30 x 30
Road Machinery Ahead W21‑3 6H.20 36 x 36 48 x 48 30 x 30
Slow Moving Vehicle W21‑4 6N.05 36 x 18 — —
Shoulder Work W21‑5 6H.22 36 x 36 48 x 48 30 x 30
Shoulder Closed W21‑5a 6H.22 36 x 36 48 x 48 30 x 30
Shoulder Closed (with distance) W21‑5b 6H.22 36 x 36 48 x 48 30 x 30
Survey Crew W21‑6 6H.23 36 x 36 48 x 48 30 x 30
Utility Work (with distance) W21‑7 6H.24 36 x 36 48 x 48 30 x 30
Mowing Ahead W21‑8 6N.05 36 x 36 48 x 48 30 x 30
Blasting Zone Ahead W22‑1 6H.25 36 x 36 48 x 48 30 x 30
End Blasting Zone W22‑3 6H.25 42 x 36 42 x 36 36 x 30
Slow Traffic Ahead W23‑1 6H.11 48 x 24 48 x 24 —
New Traffic Pattern Ahead W23‑2 6H.14 36 x 36 48 x 48 30 x 30
Double Reverse Curve (1 lane) W24‑1 6H.31 36 x 36 48 x 48 30 x 30
Double Reverse Curve (2 lanes) W24‑1a 6H.31 36 x 36 48 x 48 30 x 30
Double Reverse Curve (3 lanes) W24‑1b 6H.31 36 x 36 48 x 48 30 x 30
All Lanes (plaque) W24‑1cP 6H.31 24 x 18 30 x 24 —
Road Work Next XX Miles G20‑1 6H.35 36 x 18 48 x 24 —
End Road Work G20‑2 6H.36 36 x 18 48 x 24 —
Pilot Car Follow Me G20‑4 6H.37 36 x 18 — —

* See Table 2C‑1 for minimum size required for signs facing traffic on multi‑lane conventional roads
Notes:
1. Larger signs may be used wherever necessary for greater legibility or emphasis
2. Dimensions are shown in inches and are shown as width x height

Sect. 6H.04 December 2023

 MUTCD 11th Edition Page 805

Section 6H.05 ROAD (STREET) CLOSED Sign (W20-3)

Guidance:
01 The ROAD (STREET) CLOSED (W20-3) sign (see Figure 6H-1) should be used in advance of the point
where a highway is closed to all road users, or to all but local road users.
Option:
02 The legend STREET may be substituted for ROAD and the distance legend may be either XX FEET,
XX MILES, or AHEAD.
Section 6H.06 ONE LANE ROAD Sign (W20-4)
Standard:
01 The ONE LANE ROAD (W20-4) sign (see Figure 6H-1) shall be used only in advance of that point
where motor vehicle traffic in both directions must use a common single lane (see Section 6E.01).
Option:
02 The distance legend may be either XX FEET, XX MILES, or AHEAD.
Section 6H.07 Lane(s) Closed Signs (W20-5, W20-5a, and W9-3)
Standard:
01 The Lane(s) Closed sign (see Figure 6H-1) shall be used in advance of that point where one or more
through lanes of a multi-lane roadway are closed.
02 For a single lane closure, the Lane Closed (W20-5) sign (see Figure 6H-1) shall use the legend RIGHT
(LEFT) LANE CLOSED. Where two or more adjacent lanes are closed, the W20-5a sign (see Figure 6H-1)
shall use the legend XX RIGHT (LEFT) LANES CLOSED.
Option:
03 The distance legend may be either XX FEET, XX MILES, or AHEAD.
Guidance:
04 The Interior Lane Shift (W9-3) sign (see Figure 6H-1) should be used in advance of that point where work
occupies an interior lane(s) and approaching motor vehicle traffic is directed to the right or left of the work zone
in the lane(s) by using a shifting taper to route traffic around the closed interior lane(s).
Section 6H.08 Lane Ends Signs (W4-2 and W9-2a)
Option:
01 The Lane Ends (W4-2) sign (see Figure 6H-1) may be used to warn drivers of the reduction in the number of
lanes for moving motor vehicle traffic in the direction of travel on a multi-lane roadway.
Guidance:
02 The MERGE HERE TAKE TURNS (W9-2a) sign (see Figure 6H-1) should be used to identify the merge point
at which vehicles from alternate lanes take turns merging during Late Merge applications (see Section 6N.19).
Section 6H.09 ON RAMP Plaque (W13-4P)
Guidance:
01 When work is being done on a ramp, but the ramp remains open, the ON RAMP (W13-4P) plaque (see Figure 6H-1)
should be used to supplement the advance ROAD WORK sign.
Section 6H.10 RAMP NARROWS Sign (W5-4)
Guidance:
01 The RAMP NARROWS (W5-4) sign (see Figure 6H-1) should be used in advance of the point where work on a
ramp reduces the normal width of the ramp along a part or all of the ramp.
Section 6H.11 SLOW TRAFFIC AHEAD Sign (W23-1)
Option:
01 The SLOW TRAFFIC AHEAD (W23-1) sign (see Figure 6H-1) may be used on a shadow vehicle, usually
mounted on the rear of the most upstream shadow vehicle, along with other appropriate signs for mobile operations
to warn of slow moving work vehicles. A ROAD WORK (W20-1) sign may also be used with the SLOW
TRAFFIC AHEAD sign.

December 2023 Sect. 6H.05 to 6H.11

 Page 806 MUTCD 11th Edition

Section 6H.12 EXIT OPEN and EXIT CLOSED Signs (E5-2 and E5-2a)
Option:
01 An EXIT OPEN (E5-2) or EXIT CLOSED (E5-2a) sign (see Figure 6H-1) may be used to supplement other
warning signs where work is being conducted in the vicinity of an exit ramp and where the exit maneuver for
vehicular traffic using the ramp is different from the normal condition.
Section 6H.13 EXIT ONLY Sign (E5-3)
Option:
01 An EXIT ONLY (E5-3) sign (see Figure 6H-1) may be used to supplement other warning signs where work is
being conducted in the vicinity of an exit ramp and where the exit maneuver for vehicular traffic using the ramp is
different from the normal condition.
Section 6H.14 NEW TRAFFIC PATTERN AHEAD Sign (W23-2)
Option:
01 A NEW TRAFFIC PATTERN AHEAD (W23-2) sign (see Figure 6H-1) may be used on the approach to
an intersection or along a section of roadway to provide advance warning of a change in traffic patterns, such as
revised lane usage, roadway geometry, or signal phasing.
Guidance:
02 To retain its effectiveness, the W23-2 sign should be displayed for up to 2 weeks, and then it should be
covered or removed until it is needed again.
Section 6H.15 Flagger Signs (W20-7 and W20-7a)
Guidance:
01 The Flagger (W20-7) sign (see Figure 6H-1) should be used in advance of any point where a flagger is
stationed to control road users.
Option:
02 A distance legend may be displayed on a supplemental plaque below the Flagger sign. The sign may be used
with appropriate legends or in conjunction with other warning signs, such as the BE PREPARED TO STOP (W3-4)
sign (see Figure 6H-1).
03 The FLAGGER (W20-7a) word message sign with a distance legend may be substituted for the Flagger
(W20-7) sign.
Section 6H.16 Two-Way Traffic Sign (W6-3)
Guidance:
01 When one roadway of a normally-divided highway is closed, with two-way vehicular traffic maintained on
the other roadway, the Two-Way Traffic (W6-3) sign (see Figure 6H-1) should be used at the beginning of the two-
way vehicular traffic section and at intervals to remind road users of opposing vehicular traffic.
Section 6H.17 Narrow Two-Way Traffic Sign (W6-4)
Standard:
01 The Narrow Two-Way Traffic (W6-4) sign (see Figure 6H-1) shall be an upright, retroreflective orange-
colored sign placed on a flexible support and sized at least 12 inches wide by 18 inches high.
Support:
02 The Narrow Two-Way Traffic (W6-4) sign is intended for mounting only on a flexible support in a series along
the center line to separate opposing vehicular traffic on a two-lane, two-way operation.
Standard:
03 Narrow Two-Way Traffic signs shall not be placed within pedestrian crossings.
Section 6H.18 Workers Signs (W21-1 and W21-1a)
Option:
01 A Workers (W21-1) sign (see Figure 6H-1) may be used to alert road users of workers in or near the roadway.
Guidance:
02 In the absence of other warning devices, a Workers sign should be used when workers are in the roadway.

Sect. 6H.12 to 6H.18 December 2023

 MUTCD 11th Edition Page 807

Option:
03 The WORKERS (W21-1a) word message sign may be used as an alternate to the Workers (W21-1)
symbol sign.
Section 6H.19 FRESH OIL (TAR) Sign (W21-2)
Guidance:
01 The FRESH OIL (TAR) (W21-2) sign (see Figure 6H-1) should be used to warn road users of the surface treatment.
Section 6H.20 ROAD MACHINERY AHEAD Sign (W21-3)
Option:
01 The ROAD MACHINERY AHEAD (W21-3) sign (see Figure 6H-1) may be used to warn of machinery
operating in or adjacent to the roadway.
Section 6H.21 Motorized Traffic Signs (W8-6 and W11-10)
Option:
01 Motorized Traffic (W8-6 and W11-10) signs may be used to alert road users to locations where unexpected
travel on the roadway or entries into or departures from the roadway by construction vehicles might occur. The
TRUCK CROSSING (W8-6) word message sign may be used as an alternate to the Truck (W11-10) symbol
sign (see Figure 6H-1) where there is an established construction vehicle crossing of the roadway.
Support:
02 These locations might be relatively confined or might occur randomly over a segment of roadway.
Section 6H.22 Shoulder Work Signs (W21-5, W21-5a, and W21-5b)
Support:
01 Shoulder Work signs (see Figure 6H-1) warn of maintenance, reconstruction, or utility operations on the
highway shoulder where the roadway is unobstructed.
Standard:
02 The Shoulder Work sign shall have the legend SHOULDER WORK (W21-5), RIGHT (LEFT)
SHOULDER CLOSED (W21-5a), or RIGHT (LEFT) SHOULDER CLOSED XX FT or AHEAD (W21-5b).
Option:
03 The Shoulder Work sign may be used in advance of the point on a non-limited access highway where there
is shoulder work. It may be used singly or in combination with a ROAD WORK NEXT XX MILES or ROAD
WORK AHEAD sign.
Guidance:
04 On freeways and expressways, the RIGHT (LEFT) SHOULDER CLOSED XX FT or AHEAD (W21-5b) sign
followed by RIGHT (LEFT) SHOULDER CLOSED (W21-5a) sign should be used in advance of the point where
the shoulder work occurs and should be preceded by a ROAD WORK AHEAD sign.
Section 6H.23 SURVEY CREW Sign (W21-6)
Guidance:
01 The SURVEY CREW (W21-6) sign (see Figure 6H-1) should be used to warn of surveying crews working in
or adjacent to the roadway.
Section 6H.24 UTILITY WORK Sign (W21-7)
Option:
01 The UTILITY WORK (W21-7) sign (see Figure 6H-1) may be used as an alternate to the ROAD (STREET)
WORK (W20-1) sign for utility operations on or adjacent to a highway.
Support:
02 Typical examples of where the UTILITY WORK sign is used appear in Figures 6P-4, 6P-6, 6P-10, 6P-15,
6P-18, 6P-21, 6P-22, 6P-26, and 6P-33.
Option:
03 The distance legend may be either XX FEET, XX MILES, or AHEAD.

December 2023 Sect. 6H.18 to 6H.24

 Page 808 MUTCD 11th Edition

Section 6H.25 Signs for Blasting Areas

Support:
01 Radio-Frequency (RF) energy can cause the premature firing of electric detonators (blasting caps) used in
TTC zones.
Standard:
02 Road users shall be warned where blasting operations occur. A sequence of signs shall be prominently
displayed to warn all road users of blasting operations and to direct operators of mobile radio equipment,
including cellular telephones, to turn off transmitters in a blasting area. These signs shall be covered or
removed when there are no explosives in the area or the area is otherwise secured.
03 The BLASTING ZONE AHEAD (W22-1) sign (see Figure 6H-1) shall be used in advance of any TTC
zone where explosives are being used. The TURN OFF 2-WAY RADIO AND CELL PHONE (R22-2) and
END BLASTING ZONE (W22-3) signs shall be used in sequence with this sign.
04 The TURN OFF 2-WAY RADIO AND CELL PHONE (R22-2) sign (see Section 6G.11 and Figure 6G-1)
shall follow the BLASTING ZONE AHEAD (W22-1) sign and shall be placed at least 1,000 feet before the
beginning of the blasting zone.
05 The END BLASTING ZONE (W22-3) sign (see Figure 6H-1) shall be placed a minimum of 1,000 feet
past the blasting zone.
Option:
06 The END BLASTING ZONE sign may be placed either with or preceding the END ROAD WORK sign.
Section 6H.26 Shoulder Signs and Plaque (W8-4, W8-9, W8-17, and W8-17P)
Option:
01 The SOFT SHOULDER (W8-4) sign (see Figure 6H-1) may be used to warn of a soft shoulder condition.
02 The LOW SHOULDER (W8-9) sign (see Figure 6H-1) may be used to warn of a shoulder condition where
there is an elevation difference of 3 inches or less between the shoulder and the travel lane.
Guidance:
03 The Shoulder Drop Off (W8-17) sign (see Figure 6H-1) should be used when an unprotected shoulder drop-off,
adjacent to the travel lane, exceeds 3 inches in depth for a continuous length along the roadway, based on
engineering judgment.
Option:
04 A SHOULDER DROP-OFF (W8-17P) supplemental plaque (see Figure 6H-1) may be mounted below the
W8-17 sign.
Section 6H.27 UNEVEN LANES Sign (W8-11)
Guidance:
01 The UNEVEN LANES (W8-11) sign (see Figure 6H-1) should be used during operations that create a
difference in elevation between adjacent lanes that are open to travel.
Section 6H.28 STEEL PLATE AHEAD Sign (W8-24)
Option:
01 A STEEL PLATE AHEAD (W8-24) sign (see Figure 6H-1) may be used to warn road users that the presence
of a temporary steel plate(s) might make the road surface uneven and might create slippery conditions during
wet weather.
Section 6H.29 NO CENTER LINE Sign (W8-12)
Guidance:
01 The NO CENTER LINE (W8-12) sign (see Figure 6H-1) should be used when the work obliterates the center
line pavement markings. This sign should be placed at the beginning of the TTC zone and repeated at 2-mile
intervals in long TTC zones.
Support:
02 Section 6J.02 contains information regarding temporary markings.

Sect. 6H.25 to 6H.29 December 2023

 MUTCD 11th Edition Page 809

Section 6H.30 Reverse Curve Signs (W1-4 Series)

Guidance:
01 In order to give road users advance notice of a lane shift, a Reverse Curve (W1-4, W1-4b, or W1-4c) sign
(see Figure 6H-1) should be used when a lane (or lanes) is being shifted to the left or right. If the design speed of
the curves is 30 mph or less, a Reverse Turn (W1-3) sign should be used.
Standard:
02 If a Reverse Curve (or Turn) sign is used, the direction of the reverse curve (or turn) shall be appropriately
illustrated. Except as provided in Paragraph 3 of this Section, the number of lanes illustrated on the sign
shall be the same as the number of through lanes available to road users.
Option:
03 Where two or more lanes are being shifted, a W1-4 (or W1-3) sign with an ALL LANES (W24-1cP) plaque
(see Figure 6H-1) may be used instead of a sign that illustrates the number of lanes.
04 Where more than three lanes are being shifted, the Reverse Curve (or Turn) sign may be rectangular.
Section 6H.31 Double Reverse Curve Signs (W24-1 Series)
Option:
01 The Double Reverse Curve (W24-1, W24-1a, or W24-1b) sign (see Figure 6H-1) may be used where the
tangent distance between two reverse curves is less than 600 feet, thus making it difficult for a second Reverse
Curve (W1-4 series) sign to be placed between the curves. If the design speed of the curves is 30 mph or less,
Double Reverse Turn signs may be used.
Standard:
02 If a Double Reverse Curve (or Turn) sign is used, the direction of the double reverse curve (or turn)
shall be appropriately illustrated. Except as provided in Paragraph 3 of this Section, the number of lanes
illustrated on the sign shall be the same as the number of through lanes available to road users.
Option:
03 Where two or more lanes are being shifted, a W24-1 (or Double Reverse Turn sign showing one lane) sign
with an ALL LANES (W24-1cP) plaque (see Figure 6H-1) may be used instead of a sign that illustrates the
number of lanes.
04 Where more than three lanes are being shifted, the Double Reverse Curve (or Turn) sign may be rectangular.
Section 6H.32 Advisory Speed Plaque (W13-1P)
Option:
01 In combination with a warning sign, an Advisory Speed (W13-1P) plaque (see Figure 6H-1) may be used to
indicate a recommended speed through the TTC zone.
Standard:
02 The Advisory Speed plaque shall not be used in conjunction with any sign other than a warning sign,
nor shall it be used alone. When used with orange TTC zone signs, this plaque shall have a black legend and
border on an orange background. The plaque shall be at least 24 x 24 inches in size when used with a sign
that is 36 x 36 inches or larger. Except in emergencies, an Advisory Speed plaque shall not be mounted until
the recommended speed is determined by the highway agency.
Support:
03 Warning signs with advisory speed plaques (see Section 2C.59) inform drivers of the recommended operating
speed based on temporary conditions within a TTC zone. Examples include narrow lanes, temporary diversion
(reverse curves), lane shifts, sight distance restrictions, rough road surface, bumps, low/no shoulder, workers
on foot, work vehicles or equipment close to the open travel lane, or other conditions that indicate the need for
reduced speed.
04 AASHTO and ITE design documents contain established engineering practices for the determination of the
recommended advisory speeds for horizontal curves or locations with limited sight distance.
Section 6H.33 Supplementary Distance Plaque (W7-3aP)
Option:
01 In combination with a warning sign, a Supplementary Distance (W7-3aP) plaque (see Figure 6H-1) with the
legend NEXT XX MILES may be used to indicate the length of highway over which a work activity is being
conducted, or over which a condition exists in the TTC zone.

December 2023 Sect. 6H.30 to 6H.33

 Page 810 MUTCD 11th Edition

02 In long TTC zones, Supplementary Distance plaques with the legend NEXT XX MILES may be placed in
combination with warning signs at regular intervals within the zone to indicate the remaining length of highway
over which the TTC work activity or condition exists.
Standard:
03 The Supplementary Distance plaque with the legend NEXT XX MILES shall not be used in conjunction
with any sign other than a warning sign, nor shall it be used alone. When used with orange TTC zone signs,
this plaque shall have a black legend and border on an orange background. The plaque shall be at least
30 x 24 inches in size when used with a sign that is 36 x 36 inches or larger.
Guidance:
04 When used in TTC zones, the Supplementary Distance plaque with the legend NEXT XX MILES should be
placed below the initial warning sign designating that, within the approaching zone, a temporary work activity
or condition exists.
Section 6H.34 Motorcycle Plaque (W8-15P)
Option:
01 A Motorcycle (W8-15P) plaque (see Figure 6H-1) may be mounted below a LOOSE GRAVEL (W8-7) sign, a
GROOVED PAVEMENT (W8-15) sign, a METAL BRIDGE DECK (W8-16) sign, or a STEEL PLATE AHEAD
(W8-24) sign if the warning is intended to be directed primarily to motorcyclists.
Section 6H.35 ROAD WORK NEXT XX MILES Sign (G20-1)
Guidance:
01 The ROAD WORK NEXT XX MILES (G20-1) sign (see Figure 6H-1) should be installed in advance of TTC
zones that are more than 2 miles in length.
Option:
02 The ROAD WORK NEXT XX MILES sign may be mounted on a Type 3 Barricade. The sign may also be
used for TTC zones of shorter length.
Standard:
03 The distance displayed on the ROAD WORK NEXT XX MILES sign shall be stated to the nearest
whole mile.
Section 6H.36 END ROAD WORK Sign (G20-2)
Guidance:
01 When used, the END ROAD WORK (G20-2) sign (see Figure 6H-1) should be placed near the downstream
end of the termination area, as determined by engineering judgment.
Option:
02 The END ROAD WORK sign may be installed on the back of a warning sign facing the opposite direction of
road users or on the back of a Type 3 Barricade.
Section 6H.37 PILOT CAR FOLLOW ME Sign (G20-4)
Standard:
01 The PILOT CAR FOLLOW ME (G20-4) sign (see Figure 6H-1) shall be mounted in a conspicuous
position on the top or on the rear of a vehicle used for guiding one-way vehicular traffic through or around
a TTC zone (see Section 6E.04).
Section 6H.38 Other Warning Signs
Option:
01 Advance warning signs may be used by themselves or with other advance warning signs.
02 Besides the warning signs specifically related to TTC zones, several other warning signs in Part 2 may apply
in TTC zones.
03 Word message warning signs other than those classified and specified in this Manual and the “Standard
Highway Signs” publication (see Section 1A.05) may be developed and used based on engineering judgment to
warn of special conditions in TTC zones.
Standard:
04 Except as provided in Sections 6F.01 and 6H.01, other warning signs that are used in TTC zones shall
have black legends and borders on an orange background.
Guidance:
05 Other warning signs should comply with the general requirements of color, shape, and alphabet size and
series. The sign message should be brief, legible, and clear.
Sect. 6H.33 to 6H.38 December 2023
 MUTCD 11th Edition Page 811

CHAPTER 6I. TTC ZONE GUIDE SIGNS

Section 6I.01 Guide Signs – General
Support:
01 Guide signs along highways provide road users with information to help them along their way through the
TTC zone. The design of guide signs is presented in Part 2.
Guidance:
02 The following guide signs should be used in TTC zones as needed:
A. Standard route markings where temporary route changes are necessary,
B. Directional signs and street name signs, and
C. Special guide signs relating to the condition or work being done.
Standard:
03 If additional temporary guide signs are used in TTC zones, they shall have a black legend and border
on an orange background.
Option:
04 Guide signs used in TTC incident management situations may have a black legend and border on a fluorescent
pink background.
05 When temporary directional signs and temporary street name signs are used in conjunction with detour
routing, these signs may have a black legend and border on an orange background.
06 When permanent directional signs or permanent street name signs are used in conjunction with detour signing,
they may have a white legend on a green background (see Sections 2D.35 and 2D.45).
07 The sizes for TTC guide signs shall be as shown in Table 6I-1.
Section 6I.02 Detour Signs and Plaques (M4-8P, M4-8a, M4-8bP, M4-9, M4-9a, M4-9b, M4-9c,
and M4-10)
Standard:
01 Each detour shall be adequately marked with standard temporary route signs and destination signs.
Option:
02 Detour signs in TTC incident management situations may have a black legend and border on a fluorescent pink
background.
03 The Detour Arrow (M4-10) sign (see Figure 6I-1) may be used where a detour route has been established.
04 The DETOUR (M4-8P) plaque (see Figure 6I-1) may be mounted at the top of a route sign assembly to mark
a temporary route that detours from a highway, bypasses a section closed by a TTC zone, and rejoins the highway
beyond the TTC zone.

Table 6I‑1. Temporary Traffic Control Zone Guide Sign and Plaque Sizes
Sign Conventional Freeway or
Sign or Plaque Section Minimum
Designation Road Expressway
Exit Open E5‑2 6H.12 48 x 36 48 x 36 —
Exit Closed E5‑2a 6H.12 48 x 36 48 x 36 —
Exit Only E5‑3 6H.13 48 x 36 48 x 36 —
Detour M4‑8P 6I.02 24 x 12 30 x 15 —
End Detour M4‑8a 6I.02 24 x 18 24 x 18 —
End (plaque) M4‑8bP 6I.02 24 x 12 24 x 12 —
Detour M4‑9 6I.02 30 x 24 48 x 36 —
Bike/Pedestrian Detour M4‑9a 6I.02 30 x 24 — —
Pedestrian Detour M4‑9b 6I.02 30 x 24 — —
Bike Detour (with arrow) M4‑9c 6I.02 30 x 24 — —
Detour M4‑10 6I.02 48 x 18 — —

Notes:
1. Larger signs may be used wherever necessary for greater legibility or emphasis
2. Dimensions are shown in inches and are shown as width x height
December 2023 Sect. 6I.01 to 6I.02
 Page 812 MUTCD 11th Edition

Figure 6I-1. Exit Open and Closed and Detour Signs and Plaques

E5-2 E5-2a E5-3 M4-8P M4-8a

M4-8bP M4-9 M4-9a M4-9b M4-9c M4-10

Guidance:
05 The Detour Arrow (M4-10) sign should normally be mounted just below the ROAD CLOSED (R11-2, R11-3a,
or R11-4) sign. The Detour Arrow sign should include a horizontal arrow pointed to the right or left as required.
06 The DETOUR (M4-9) sign (see Figure 6I-1) should be used for unnumbered highways, for emergency
situations, for periods of short durations, or where, over relatively short distances, road users are guided along
the detour and back to the desired highway without route signs.
07 A Street Name sign should be placed above, or the street name should be incorporated into, a DETOUR (M4-9)
sign to indicate the name of the street being detoured.
Option:
08 The END DETOUR (M4-8a) sign or the END (M4-8bP) plaque (see Figure 6I-1) may be used to indicate that
the detour has ended.
Guidance:
09 When the END DETOUR sign is used on a numbered highway, the sign should be mounted above a route sign
after the downstream end of the detour.
10 The Pedestrian/Bicyclist Detour (M4-9a) sign (see Figure 6I-1) should be used where a pedestrian/bicyclist
detour route has been established because of the closing of a pedestrian/bicycle facility to through traffic.
Standard:
11 If used, the Pedestrian/Bicyclist Detour sign shall have an arrow pointing in the appropriate direction.
Option:
12 The arrow on a Pedestrian/Bicyclist Detour sign may be on the sign face or on a supplemental plaque.
13 The Pedestrian Detour (M4-9b) sign or Bicyclist Detour (M4-9c) sign (see Figure 6I-1) may be used where a
pedestrian or a bicyclist detour route (not both) has been established because of the closing of the pedestrian or
bicycle facility to through traffic.
Section 6I.03 EXIT CLOSED Panel
Guidance:
01 When an exit ramp is closed, an EXIT CLOSED sign panel with a black legend and border on an orange
background should be placed diagonally across the interchange/intersection guide signs.

Sect. 6I.02 to 6I.03 December 2023

 MUTCD 11th Edition Page 813

CHAPTER 6J. TTC ZONE PAVEMENT MARKINGS

Section 6J.01 Pavement Markings in TTC Zones
Support:
01 Pavement markings are installed or existing markings are maintained or enhanced in TTC zones to provide
road users with a clearly defined path for travel through the TTC zone in day, night, and twilight periods under
both wet and dry pavement conditions.
Guidance:
02 The work should be planned and staged to provide for the placement and removal of the pavement markings
in a way that minimizes the disruption to traffic flow approaching and through the TTC zone during the
placement and removal process.
Standard:
03 Existing pavement markings shall be maintained in all long-term stationary (see Section 6N.01) TTC
zones in accordance with Chapters 3A and 3B, except as otherwise provided for temporary pavement
markings in Section 6J.02. Pavement markings shall match the alignment of the markings in place at both
ends of the TTC zone. Pavement markings shall be placed along the entire length of any paved detour or
temporary roadway prior to the detour or roadway being opened to road users.
Guidance:
04 For long-term stationary operations, pavement markings in the temporary traveled way that are no longer
applicable should be removed or obliterated as soon as practical. Pavement marking obliteration should remove
the non-applicable pavement marking material, and the obliteration method should minimize pavement scarring.
Standard:
05 Painting over existing pavement markings with black paint or spraying with asphalt shall not be
accepted as a substitute for removal or obliteration.
Option:
06 Removable, non-reflective, preformed tape that is approximately the same color as the pavement surface may
be used where markings need to be covered temporarily.
Section 6J.02 Temporary Markings
Support:
01 Temporary markings are those pavement markings or devices that are placed within TTC zones to provide
road users with a clearly defined path of travel through the TTC zone when the permanent markings are
either removed or obliterated during the work activities. Temporary markings are typically needed during the
reconstruction of a road while it is open to traffic, such as overlays or surface treatments or where lanes are
temporarily shifted on pavement that is to remain in place.
Guidance:
02 Unless justified based on engineering judgment, temporary pavement markings should not remain in place
for more than 14 days after the application of the pavement surface treatment or the construction of the final
pavement surface on new roadways or over existing pavements.
03 The temporary use of edge lines, channelizing lines, lane-reduction transitions, gore markings, and other
longitudinal markings, and the various non-longitudinal markings (such as stop lines, railroad crossings,
crosswalks, words, symbols, or arrows) should be in accordance with the State’s or highway agency’s policy.
Standard:
04 Warning signs, channelizing devices, and delineation shall be used to indicate required road user paths
in TTC zones where it is not possible to provide a clear path by pavement markings.
05 Except as otherwise provided in this Section, all temporary pavement markings for no-passing zones
shall comply with the requirements of Chapters 3A and 3B. All temporary broken line pavement markings
shall use the same cycle length as permanent markings and shall have line segments that are at least 2
feet long.
Guidance:
06 All pavement markings and devices used to delineate road user paths should be reviewed during daytime and
nighttime periods.

December 2023 Sect. 6J.01 to 6J.02

 Page 814 MUTCD 11th Edition

Option:
07 Half-cycle lengths with a minimum of 2-foot stripes may be used on roadways with severe curvature
(see Section 3A.04) for broken line center lines in passing zones and for lane lines.
08 For temporary situations of 14 days or less, for a two- or three-lane road, no-passing zones may be identified
by using DO NOT PASS (R4-1), PASS WITH CARE (R4-2), and NO PASSING ZONE (W14-3) signs (see
Sections 2B.36, 2B.37, and 2C.53) rather than pavement markings. Also, DO NOT PASS, PASS WITH CARE,
and NO PASSING ZONE signs may be used instead of pavement markings on roads with low volumes for longer
periods in accordance with the State’s or highway agency’s policy.
Guidance:
09 If used, the DO NOT PASS, PASS WITH CARE, and NO PASSING ZONE signs should be placed in
accordance with Sections 2B.36, 2B.37, and 2C.53.
10 If used, the NO CENTER LINE sign should be placed in accordance with Section 6H.29.
Section 6J.03 Temporary Raised Pavement Markers
Option:
01 Retroreflective or internally illuminated raised pavement markers, or non-retroreflective raised pavement
markers supplemented by retroreflective or internally illuminated markers, may be substituted for markings of
other types in TTC zones.
Standard:
02 If used, the color and pattern of the raised pavement markers shall simulate the color and pattern of
the markings for which they substitute.
03 If temporary raised pavement markers are used to substitute for broken line segments, a group of at
least three retroreflective markers equally spaced at no greater than 5 feet shall be installed every 40 feet.
04 If temporary raised pavement markers are used to substitute for solid lines, the markers shall be
equally spaced at no greater than 10 feet, with retroreflective or internally illuminated units at a spacing
no greater than 20 feet.
Option:
05 Temporary raised pavement markers may be used to substitute for broken line segments by using at least
two retroreflective markers placed at each end of a segment of 2 to 5 feet in length, using the same cycle length
as permanent markings.
Guidance:
06 Raised pavement markers should be considered for use along surfaced detours or temporary roadways,
and other changed or new travel-lane alignments.
Option:
07 Retroreflective or internally illuminated raised pavement markers, or non-retroreflective raised pavement
markers supplemented by retroreflective or internally illuminated markers, may also be used in TTC zones to
supplement markings as prescribed in Chapters 3A and 3B.
Section 6J.04 Delineators
Option:
01 Delineators may be used in TTC zones to indicate the alignment of the roadway and to outline the required
vehicle path through the TTC zone.
Standard:
02 When used, delineators shall combine with or supplement other TTC devices. They shall be mounted
on crashworthy supports and shall be in accordance with Chapter 3G.
Guidance:
03 Spacing along roadway curves should be as set forth in Section 3G.04 and should be such that several
delineators are visible to an approaching driver.

Sect. 6J.02 to 6J.04 December 2023

 MUTCD 11th Edition Page 815

CHAPTER 6K. TTC ZONE CHANNELIZING DEVICES

Section 6K.01 Channelizing Devices – General
Standard:
01 Designs of various channelizing devices shall be as shown in Figure 6K-1. All channelizing devices shall
be crashworthy (see definition in Section 1C.02).
Support:
02 The function of channelizing devices is to warn road users of conditions created by work activities in or near
the roadway and to guide road users. Channelizing devices include cones, tubular markers, vertical panels, drums,
barricades, and longitudinal channelizing devices.
03 Channelizing devices provide for smooth and gradual vehicular traffic flow from one lane to another, onto
a bypass or detour, or into a narrower traveled way. They are also used to channelize traffic away from the
work space, pavement drop-offs, pedestrian or shared-use paths, bicycle facilities, or opposing directions of
vehicular traffic.
Guidance:
04 The spacing between cones, tubular markers, vertical panels, drums, and barricades should not exceed a
distance in feet equal to 1 times the speed limit in mph when used for taper channelization, and should not exceed
a distance in feet equal to 2 times the speed limit in mph when used for tangent channelization.
05 When channelizing devices have the potential of leading vehicular traffic out of the intended vehicular traffic
space as shown in Figure 6P-39, the channelizing devices should be extended a distance in feet of 2 times the
speed limit in mph beyond the downstream end of the transition area.
Option:
06 A gap not exceeding 2 inches between the bottom rail and the ground surface may be used to facilitate drainage.
07 Warning lights (see Section 6L.07) may be added to channelizing devices in areas with frequent fog, snow,
or severe roadway curvature, or where visual distractions are present.
08 A series of sequential flashing warning lights may be placed on channelizing devices that form a merging
taper in order to increase driver detection and recognition of the merging taper.
Support:
09 The flashing rates and patterns for warning lights used on channelizing devices are specified in Section 6L.07.
Standard:
10 The retroreflective material used on channelizing devices shall display a similar color day or night.
11 Except as provided in Paragraph 12 of this Section, information identifying the owner or manufacturer
of the channelizing device shall not be displayed on any portion of the device that can be seen by road users
approaching the device.
Option:
12 The name and telephone number of the highway agency, contractor, or supplier may be displayed on the non-
retroreflective surface of all types of channelizing devices.
Standard:
13 The area containing the name and telephone number shall be non-retroreflective and not over 2 inches
in height.
Guidance:
14 Particular attention should be given to maintaining the channelizing devices to keep them clean, visible, and
properly positioned at all times.
Standard:
15 Channelizing devices that are no longer serviceable (see definition in Section 1C.02) shall be replaced.
Section 6K.02 Pedestrian Channelizing Devices
Support:
01 Pedestrian channelizing devices indicate a suitable path of pedestrian travel around or through the work zone.

December 2023 Sect. 6K.01 to 6K.02

 Page 816 MUTCD 11th Edition

Figure 6K-1. Examples of Channelizing Devices

18 inches MIN. Retroreflective Retroreflective
Facing band band
traffic 2 inches
3 inches 2 inches
2 to 6 inches
28 inches 3 inches
MIN. 3 inches
4 to 6 inches 18 inches MIN.
36 inches
MIN.

Night and/or freeway Day and low-speed

High-speed roadway roadway ( 40 mph)
( 45 mph)
DRUM TUBULAR MARKERS
3 Inches
4 to 6 MAX.
s

Inches
e

Retroreflective
ch
in

band
r6

8 to 12 inches 3 to 4 inches
es 4 o

More than 28 inches 6 inches

36 inches MIN. to 2 inches
ch
in

36 inches 4 inches
6

18 inches MIN.
or

24 inches MAX.
4

MIN. 45º
36 inches
MIN.
Night and/or freeway Day and low-speed
12 inches MAX. High-speed roadway roadway ( 40 mph)
( 45 mph)
CONES
VERTICAL PANEL

45º 45º

8 to 12 inches 8 to 12 inches

36 24 inches 36
inches MIN. inches
MIN. MIN.
24 inches
MIN.

TYPE 1 BARRICADE TYPE 2 BARRICADE

24
45º inches

12 inches
5 ft 8 to 12 inches
MIN. 36
inches
MIN. 8 inches

4 ft MIN. 45º

TYPE 3 BARRICADE DIRECTION INDICATOR BARRICADE

* Warning lights (optional)

** Rail stripe widths shall be 6 inches, except that 4-inch wide stripes may be used if rail lengths are
less than 36 inches. The sides of barricades facing traffic shall have retroreflective rail faces.

Sect. 6K.02 December 2023

 MUTCD 11th Edition Page 817

Guidance:
02 Pedestrian channelizing devices should be provided when work activities impact sidewalks or other
pedestrian facilities or when the design of the temporary pedestrian facility does not otherwise include
accessibility features consistent with the features in the existing pedestrian facility.
03 The pedestrian channelizing devices should be used both to close sidewalks and to delineate an
alternate route.
Support:
04 An example of a pedestrian channelizing device is depicted in Figure 6K-2.
Standard:
05 Pedestrian channelizing devices shall be crashworthy (see definition in Section 1C.02) when exposed
to vehicular traffic.
06 Devices used to channelize pedestrians shall be detectable to users of long canes and visible to
pedestrians with vision disabilities.
07 When used as a sidewalk closure, the device shall cover the entire width of the sidewalk.

Figure 6K-2. Pedestrian Channelizing Device

Hand-trailing edge
2 inches MIN.
Cross-Section View

Support device 32 inches MIN. Support device

to 38 inches MAX.

Detection plate
8 inches MIN.

2 inches MAX.

Continuous hand-trailing edge

Continuous detection plate

2 inches
MIN.
Notes:
Support device
1. There should be at least a 2-inch gap between the hand-trailing edge and its support.
2. A maximum 2-inch gap between the bottom portion of the bottom rail and the
walkway may be used to provide drainage.
3. Striping on sheeting panels may be either vertical or at a 45-degree angle.
4. Hand-trailing edge and/or detection plates are optional for continuous walls. 2 inches MAX.

December 2023 Sect. 6K.02

 Page 818 MUTCD 11th Edition

08 Pedestrian channelizing devices shall have continuous detection plates and hand-trailing edges. The
bottom of the detection plate shall be no higher than 2 inches above the walkway. The top edge of the
detection plate shall be at least 8 inches above the walkway. The top of the hand-trailing edge shall be no
lower than 32 inches and no higher than 38 inches above the walkway. The top surface of the hand-trailing
edge shall be smooth to optimize hand trailing. Both the detection plate and the hand-trailing edge shall
share a common vertical plane.
Guidance:
09 When pedestrian channelizing devices are combined in a series, the gap between devices should not
exceed 1 inch.
Support:
10 The hand-trailing edge is the upper rail on a pedestrian channelizing device, as shown in Figure 6K-2. It is
provided to allow pedestrians with vision disabilities to follow the pedestrian channelizing device with their hand.
The hand-trailing edge is not a weight-bearing railing.
Guidance:
11 There should be at least a 2-inch gap between the hand-trailing edge and its support.
Standard:
12 When visible to vehicular traffic the detection plate and the hand-trailing edge of the pedestrian
channelizing device shall have retroreflective sheeting complying with Paragraph 10 of Section 6K.01.
Guidance:
13 When not visible to vehicular traffic, the pedestrian channelizing device should have a contrasting pattern
in alternating light and dark colors to provide visual contrast on the upper surface consisting of a minimum of
6 inches of sheeting or other contrasting materials.
Option:
14 Non-retroreflective materials may be used on the pedestrian side of the pedestrian channelizing device.
15 The sheeting on the pedestrian side of the pedestrian channelizing device may have stripes that are oriented
either vertically or at a 45-degree angle.
Support:
16 The contrast of the light and dark stripes on the barricade sheeting assists pedestrians with vision disabilities
in following the designated detour.
17 Section 6M.04 also contains information regarding detectable edging for pedestrian channelization.
Option:
18 A continuous wall may be used as a pedestrian channelizing device.
Guidance:
19 When used, a continuous wall should have a lower edge no more than 2 inches above the walkway, should
extend a minimum of 32 inches above the walkway, should have a common vertical face, and should have
alternating, contrasting sheeting positioned 32 inches above the walkway.
Option:
20 The continuous wall may extend to any height above the 32-inch minimum.
Section 6K.03 Cones
Standard:
01 Cones (see Figure 6K-1) shall be predominantly orange and shall be made of a material that can be
struck without causing damage to the impacting vehicle. For daytime and low-speed roadways, cones shall
be not less than 18 inches in height. When cones are used on freeways and other high-speed highways or at
night on all highways, or when more conspicuous guidance is needed, cones shall be a minimum of 28 inches
in height.
02 For nighttime use, cones shall be retroreflectorized or equipped with lighting devices for maximum
visibility. Retroreflectorization of cones that are 28 to 36 inches in height shall be provided by a 6-inch wide
white band located 3 to 4 inches from the top of the cone and an additional 4-inch wide white band located
approximately 2 inches below the 6-inch band.
03 Retroreflectorization of cones that are more than 36 inches in height shall be provided by horizontal,
circumferential, alternating orange and white retroreflective stripes that are 4 to 6 inches wide. Each cone
shall have a minimum of two orange and two white stripes with the top stripe being orange. Any non-
retroreflective spaces between the retroreflective stripes shall not exceed 3 inches in width.
Sect. 6K.02 to 6K.03 December 2023
 MUTCD 11th Edition Page 819

Option:
04 Traffic cones may be used to channelize road users, divide opposing vehicular traffic lanes, divide lanes when
two or more lanes are kept open in the same direction, and delineate short-duration maintenance and utility work.
Guidance:
05 Steps should be taken to minimize the possibility of cones being blown over or displaced by wind or moving
vehicular traffic.
Option:
06 Cones may be doubled up to increase their weight.
Support:
07 Some cones are constructed with bases that can be filled with ballast. Others have specially weighted bases,
or weight such as sandbag rings, that can be dropped over the cones and onto the base to provide added stability.
Guidance:
08 Ballast should be kept to the minimum amount needed.
Section 6K.04 Tubular Markers
Standard:
01 Tubular markers (see Figure 6K-1) shall be predominantly orange for TTC zone applications and shall
be not less than 18 inches high and 2 inches wide facing road users. They shall be made of a material that
can be struck without causing damage to the impacting vehicle.
02 Tubular markers shall be a minimum of 28 inches in height when they are used on freeways and other
high-speed highways, on all highways during nighttime, or whenever more conspicuous guidance is needed.
03 For nighttime use, tubular markers shall be retroreflectorized. Retroreflectorization of tubular
markers that have a height of less than 42 inches shall be provided by two 3-inch wide white bands placed
a maximum of 2 inches from the top with a maximum of 6 inches between the bands. Retroreflectorization
of tubular markers that have a height of 42 inches or more shall be provided by four 4-inch to 6-inch wide
alternating orange and white stripes with the top stripe being orange.
Guidance:
04 Tubular markers have less visible area than other devices and should be used only where space restrictions
do not allow for the use of other more visible devices.
05 Tubular markers should be stabilized by affixing them to the pavement, by using weighted bases, or by using
weights such as sandbag rings that can be dropped over the tubular markers and onto the base to provide added
stability. Ballast should be kept to the minimum amount needed.
Option:
06 Tubular markers may be used effectively to divide opposing lanes of road users, divide vehicular traffic lanes
when two or more lanes of moving vehicular traffic are kept open in the same direction, and to delineate the edge
of a pavement drop off where space limitations do not allow the use of larger devices.
Standard:
07 A tubular marker shall be attached to the pavement to display the minimum 2-inch width to the
approaching road users.
Section 6K.05 Vertical Panels
Standard:
01 Vertical panels (see Figure 6K-1) shall have retroreflective striped material that is 8 to 12 inches in
width and at least 24 inches in height. They shall have alternating diagonal orange and white retroreflective
stripes sloping downward at an angle of 45 degrees in the direction vehicular traffic is to pass.
02 Where the height of the retroreflective material on the vertical panel is 36 inches or more, a stripe width
of 6 inches shall be used.
Option:
03 Where the height of the retroreflective material on the vertical panel is less than 36 inches, a stripe width of
4 inches may be used.
04 Where space is limited, vertical panels may be used to channelize vehicular traffic, divide opposing lanes,
or replace barricades.

December 2023 Sect. 6K.03 to 6K.05

 Page 820 MUTCD 11th Edition

Section 6K.06 Drums

Standard:
01 Drums (see Figure 6K-1) used for road user warning or channelization shall be constructed of
lightweight, deformable materials. They shall be a minimum of 36 inches in height and have at least an
18-inch minimum width regardless of orientation. Metal drums shall not be used. The markings on drums
shall be horizontal, circumferential, alternating orange and white retroreflective stripes 4 to 6 inches wide.
Each drum shall have a minimum of two orange and two white stripes with the top stripe being orange.
Any non-retroreflectorized spaces between the horizontal orange and white stripes shall not exceed 3 inches
wide. Drums shall have closed tops that will not allow collection of construction debris or other debris.
Support:
02 Drums are highly visible, have good target value, give the appearance of being formidable obstacles and,
therefore, command the respect of road users. They are portable enough to be shifted from place to place within
a TTC zone in order to accommodate changing conditions, but are generally used in situations where they will
remain in place for a prolonged period of time.
Option:
03 Although drums are most commonly used to channelize or delineate road user flow, they may also be used
alone or in groups to mark specific locations.
Guidance:
04 Drums should not be weighted with sand, water, or any material to the extent that would make them
hazardous to road users or workers when struck. Drums used in regions susceptible to freezing should have drain
holes in the bottom so that water will not accumulate and freeze causing a hazard if struck by a road user.
Standard:
05 Ballast shall not be placed on the top of a drum.
Section 6K.07 Type 1, 2, or 3 Barricades
Support:
01 A barricade is a portable or fixed device having from one to three rails with appropriate markings and is used
to control road users by closing, restricting, or delineating all or a portion of the right-of-way.
02 As shown in Figure 6K-1, barricades are classified as Type 1, Type 2, or Type 3.
Standard:
03 Stripes on barricade rails shall be alternating orange and white retroreflective stripes sloping
downward at an angle of 45 degrees in the direction road users are to pass. Except as provided in
Paragraph 4 of this Section, the stripes shall be 6 inches wide.
Option:
04 When rail lengths are less than 36 inches, 4-inch wide stripes may be used.
Standard:
05 The minimum length for Type 1 and Type 2 Barricades shall be 24 inches, and the minimum length
for Type 3 Barricades shall be 48 inches. Each barricade rail shall be 8 to 12 inches wide. Barricades used
on freeways, expressways, and other high-speed roadways shall have a minimum of 270 square inches of
retroreflective area facing road users.
Guidance:
06 Where barricades extend entirely across a roadway, the stripes should slope downward in the direction
toward which road users must turn.
07 Where both right and left turns are provided, the barricade stripes should slope downward in both directions
from the center of the barricade or barricades.
08 Where no turns are intended, the stripes should be positioned to slope downward toward the center of the
barricade or barricades.
09 Barricade rails should be supported in a manner that will allow them to be seen by the road user, and in a
manner that provides a stable support that is not easily blown over or displaced.
10 The width of the existing pedestrian facility should be provided for the temporary facility if practical. Traffic
control devices and other construction materials and features should not intrude into the usable width of the
sidewalk, temporary pathway, or other pedestrian facility. When it is not possible to maintain a minimum width
of 60 inches throughout the entire length of the pedestrian pathway, a 60 x 60-inch passing space should be
provided at least every 200 feet to allow individuals in wheelchairs to pass.
Sect. 6K.06 to 6K.07 December 2023
 MUTCD 11th Edition Page 821

11 Barricade rail supports should not project into pedestrian circulation routes more than 4 inches from the support
between 27 and 80 inches from the surface as described in Section 307 of the U.S. Department of Justice 2010 ADA
Standards for Accessible Design, September 15, 2010, 28 CFR 35 and 36, Americans with Disabilities Act of 1990.
Option:
12 For Type 1 Barricades, the support may include other unstriped horizontal rails necessary to provide stability.
Guidance:
13 On high-speed expressways or in other situations where barricades might be susceptible to overturning in the
wind, ballasting should be used.
Option:
14 Sandbags may be placed on the lower parts of the frame or the stays of barricades to provide the
required ballast.
Support:
15 Type 1 or Type 2 Barricades are intended for use in situations where road user flow is maintained through
the TTC zone.
Option:
16 Barricades may be used alone or in groups to mark a specific condition or they may be used in a series for
channelizing road users.
17 Type 1 Barricades may be used on conventional roads or urban streets.
Guidance:
18 Type 2 or Type 3 Barricades should be used on freeways and expressways or other high-speed roadways.
Type 3 Barricades should be used to close or partially close a road.
Option:
19 Type 3 Barricades used at a road closure may be placed completely across a roadway or from curb to curb.
Guidance:
20 Where provision is made for access of authorized equipment and vehicles, the responsibility for Type 3
Barricades should be assigned to a person who will provide proper closure at the end of each work day.
Support:
21 When a highway is legally closed but access must still be allowed for local road users, barricades usually are
not extended completely across the roadway.
Standard:
22 A sign shall be installed with the appropriate legend concerning permissible use by local road users
(see Section 6G.05).
Guidance:
23 Adequate visibility of the barricades from both directions should be provided.
Option:
24 Signs may be installed on barricades (see Section 6F.02).
Section 6K.08 Direction Indicator Barricades
Standard:
01 The Direction Indicator Barricade (see Figure 6K-1) shall consist of a One-Direction Large Arrow
(W1-6) sign mounted above a diagonal striped, horizontally-aligned, retroreflective rail.
02 The One-Direction Large Arrow (W1-6) sign shall have a black legend and border on an orange
background. The stripes on the bottom rail shall be alternating orange and white retroreflective stripes
sloping downward at an angle of 45 degrees in the direction road users are to pass. The stripes shall be
4 inches wide. The One-Direction Large Arrow (W1-6) sign shall be 24 x 12 inches. The bottom rail shall
have a length of 24 inches and a height of 8 inches.
Option:
03 The Direction Indicator Barricade may be used in tapers, transitions, and other areas where specific directional
guidance to drivers is necessary.
Guidance:
04 If used, Direction Indicator Barricades should be used in a series to direct the driver through the transition
and into the intended travel lane.
December 2023 Sect. 6K.07 to 6K.08
 Page 822 MUTCD 11th Edition

Section 6K.09 Temporary Traffic Barriers as Channelizing Devices

Support:
01 Temporary traffic barriers (see Section 6M.02) are not TTC devices in themselves; however, when placed in
a position identical to a line of channelizing devices and marked and/or equipped with appropriate channelization
features to provide guidance and warning both day and night, they serve as TTC devices.
Standard:
02 Temporary traffic barriers serving as TTC devices shall comply with requirements for such devices as
set forth throughout Part 6.
03 Temporary traffic barriers (see Section 6M.02) shall not be used solely to channelize road users, but
also to protect the work space. If used to channelize vehicular traffic, the temporary traffic barrier shall
be supplemented with delineation, pavement markings, or channelizing devices for improved daytime and
nighttime visibility.
Guidance:
04 Temporary traffic barriers should not be used for a merging taper except in low-speed urban areas.
05 When it is necessary to use a temporary traffic barrier for a merging taper in low-speed urban areas or for a
constricted/restricted TTC zone, the taper length should be designed to optimize road user operations considering
the available geometric conditions.
Standard:
06 When it is necessary to use a temporary traffic barrier for a merging taper in low-speed urban areas or
for a constricted/restricted TTC zone, the taper shall be delineated using channelizing devices, and/or an
edge line, and/or delineators on the barrier.
Guidance:
07 When used for channelization, temporary traffic barriers should be of a light color for increased visibility.
Section 6K.10 Longitudinal Channelizing Devices
Support:
01 Longitudinal channelizing devices are lightweight, deformable devices that are highly visible, have good target
value, and can be connected together.
Standard:
02 If used singly as Type 1, 2, or 3 barricades, longitudinal channelizing devices shall comply with the
general size, color, stripe pattern, retroreflectivity, and placement characteristics established for the devices
described in this Chapter.
Guidance:
03 If used to channelize vehicular traffic at night, longitudinal channelizing devices should be supplemented with
retroreflective material or delineation for improved nighttime visibility.
Option:
04 Longitudinal channelizing devices may be used instead of a line of cones, drums, or barricades.
05 Longitudinal channelizing devices may be hollow and filled with water as a ballast.
06 Longitudinal channelizing devices may be used for pedestrian traffic control.
Standard:
07 If used for pedestrian traffic control, longitudinal channelizing devices shall be interlocked to delineate
or channelize flow. The interlocking devices shall not have gaps that allow pedestrians to stray from the
channelizing path.
Guidance:
08 Longitudinal channelizing devices have not met the crashworthy requirements for temporary traffic barriers
and should not be used to shield obstacles or provide positive protection for pedestrians or workers.
Section 6K.11 Temporary Lane Separators
Option:
01 Temporary lane separators may be used to channelize road users, to divide opposing vehicular traffic lanes,
and to divide lanes when two or more lanes are open in the same direction.

Sect. 6K.09 to 6K.11 December 2023

 MUTCD 11th Edition Page 823

Standard:
02 Temporary lane separators shall consist of a longitudinal base component with a maximum height of
4 inches and a maximum width of 1 foot. The longitudinal base shall have sloping sides in order to facilitate
crossover by emergency vehicles. One or more types of channelizing devices, such as tubular markers,
vertical panels, or a Narrow Two-Way Traffic (W6-4) sign (see Section 6H.17) mounted on flexible supports,
shall be affixed to the longitudinal base.
03 Channelizing devices affixed to the longitudinal base of a temporary lane separator shall be
retroreflectorized to provide nighttime visibility.
Guidance:
04 A temporary lane separator should be stabilized by affixing it to the pavement in a manner suitable to its
design, while allowing the unit to be intentionally moved from place to place within the TTC zone in order to
accommodate changing conditions.
05 Temporary Lane Separators should not be used to shield obstacles or provide positive protection for
pedestrians or workers because these devices have not met the crashworthy requirements for temporary
traffic barriers.
Standard:
06 At pedestrian crossing locations, temporary lane separators shall have an opening or be shortened to
provide a pathway that is at least 60 inches wide for crossing pedestrians.
Section 6K.12 Other Channelizing Devices
Option:
01 Channelizing devices other than those described in this Chapter may be used in special situations based on
an engineering study.
Guidance:
02 Other channelizing devices should comply with the general size, color, stripe pattern, retroreflection, and
placement characteristics established for the devices described in this Chapter.

December 2023 Sect. 6K.11 to 6K.12

 Page 824 MUTCD 11th Edition

CHAPTER 6L. OTHER TTC ZONE TRAFFIC CONTROL DEVICES

Section 6L.01 Temporary Traffic Control Signals
Standard:
01 Temporary traffic control signals (see Section 4D.11) used to control road user movements through TTC
zones and in other TTC situations shall comply with the applicable provisions of Part 4.
Support:
02 Temporary traffic control signals are typically used in TTC zones such as temporary haul road crossings;
temporary one-way operations along a one-lane, two-way highway; temporary one-way operations on bridges,
reversible lanes, and intersections.
Standard:
03 A temporary traffic control signal that is used to control traffic through a one-lane, two-way section of
roadway shall comply with the provisions of Section 4O.02.
Guidance:
04 When temporary traffic control signals are used, conflict monitors typical of traditional traffic control signal
operations should be used.
Support:
05 Where pedestrians are detoured to a temporary traffic control signal, an accessible pedestrian signal (see
Chapter 4K) provides information in non-visual formats (such as audible tones and/or speech messages, and
vibrating surfaces) so that a pedestrian with vision disabilities can know when to cross the street along the
alternate route.
Option:
06 Temporary traffic control signals may be portable or temporarily mounted on fixed supports.
Guidance:
07 Temporary traffic control signals should only be used in situations where temporary traffic control signals
are preferable to other means of traffic control, such as changing the work staging or work zone size to eliminate
one-way vehicular traffic movements, using flaggers to control one-way or crossing movements, using STOP or
YIELD signs, and using warning devices alone.
Support:
08 Factors related to the design and application of temporary traffic control signals include the following:
A. Safety and road user needs;
B. Work staging and operations;
C. The feasibility of using other TTC strategies (for example, flaggers, providing space for two lanes,
or detouring road users, including bicyclists and pedestrians);
D. Sight distance restrictions;
E. Human factors considerations (for example, lack of driver familiarity with temporary traffic
control signals);
F. Road-user volumes including roadway and intersection capacity;
G. Affected side streets and driveways;
H. Vehicle speeds;
I. The placement of other TTC devices;
J. Parking;
K. Turning restrictions;
L. Pedestrians;
M. The nature of adjacent land uses (such as residential or commercial);
N. Legal authority;
O. Signal phasing and timing requirements;
P. Full-time or part-time operation;
Q. Actuated, fixed-time, or manual operation;
R. Power failures or other emergencies;
S. Inspection and maintenance needs;
T. Need for detailed placement, timing, and operation records; and
U. Operation by contractors or by others.
09 Although temporary traffic control signals can be mounted on trailers or lightweight portable supports, fixed
supports offer superior resistance to displacement or damage by severe weather, vehicle impact, and vandalism.

Sect. 6L.01 December 2023

 MUTCD 11th Edition Page 825

Guidance:
10 Other TTC devices should be used to supplement temporary traffic control signals, including warning and
regulatory signs, pavement markings, and channelizing devices.
11 Temporary traffic control signals not in use should be covered or removed.
12 If a temporary traffic control signal is located within ½ mile of an adjacent traffic control signal,
consideration should be given to interconnected operation.
Standard:
13 Temporary traffic control signals shall not be located within 200 feet of a grade crossing unless the
temporary traffic control signal is provided with preemption in accordance with Sections 4F.18, 4F.19, and
8D.09, or unless a uniformed officer or flagger is provided at the crossing to prevent vehicles from stopping
within the crossing.
Section 6L.02 Automated Flagger Assistance Devices – General
Support:
01 Automated Flagger Assistance Devices (AFADs) enable a flagger(s) to be positioned out of the lane of traffic
and are used to control road users through TTC zones. These devices are designed to be remotely operated
either by a single flagger at one end of the TTC zone or at a central location, or by separate flaggers near each
device’s location.
02 There are two types of AFADs:
A. An AFAD (see Section 6L.03) that uses a remotely controlled STOP/SLOW sign on either a trailer or a
movable cart system to alternately control right-of-way.
B. An AFAD (see Section 6L.04) that uses remotely controlled red and yellow lenses and a gate arm to
alternately control right-of-way.
03 AFADs might be appropriate for short-term and intermediate-term activities (see Section 6N.01). Typical
applications include TTC activities such as, but not limited to:
A. Bridge maintenance,
B. Haul road crossings, and
C. Pavement patching.
Standard:
04 AFADs shall only be used in situations where there is only one lane of approaching traffic in the
direction to be controlled.
05 When used at night, the AFAD location shall be illuminated in accordance with Section 6D.06.
Guidance:
06 AFADs should not be used for long-term stationary work (see Section 6N.01).
Standard:
07 Because AFADs are not traffic control signals, they shall not be used as a substitute for or a replacement
for a continuously operating temporary traffic control signal as described in Section 6L.01.
08 AFADs shall meet the crashworthy (see definition in Section 1C.02) performance criteria contained in
Section 6A.04.
Guidance:
09 If used, AFADs should be located in advance of one-lane, two-way tapers and downstream from the point
where approaching traffic is to stop in response to the device.
Standard:
10 If used, AFADs shall be placed so that all of the signs and other items controlling traffic movement are
readily visible to the driver of the initial approaching vehicle with advance warning signs alerting other
approaching traffic to be prepared to stop.
11 If used, an AFAD shall be operated only by a flagger (see Section 6D.01) who has been trained on the
operation of the AFAD. The flagger(s) operating the AFAD(s) shall not leave the AFAD(s) unattended at any
time while the AFAD(s) is being used.
12 The use of AFADs shall conform to one of the following methods:
A. An AFAD at each end of the TTC zone (Method 1), or
B. An AFAD at one end of the TTC zone and a flagger at the opposite end (Method 2).
13 Except as provided in Paragraph 14 of this Section, two flaggers shall be used when using either Method
1 or Method 2.
December 2023 Sect. 6L.01 to 6L.02
 Page 826 MUTCD 11th Edition

Option:
14 A single flagger may simultaneously operate two AFADs (Method 1) or may operate a single AFAD on
one end of the TTC zone while being the flagger at the opposite end of the TTC zone (Method 2) if both of the
following conditions are present:
A. The flagger has an unobstructed view of the AFAD(s), and
B. The flagger has an unobstructed view of approaching traffic in both directions.
Guidance:
15 When an AFAD is used, the advance warning signing should include a ROAD WORK AHEAD (W20-1) sign,
a ONE LANE ROAD (W20-4) sign, and a BE PREPARED TO STOP (W3-4) sign.
Standard:
16 When the AFAD is not in use, the signs associated with the AFAD, both at the AFAD location and in
advance, shall be removed or covered.
Guidance:
17 A State or local agency that elects to use AFADs should adopt a policy, based on engineering judgment,
governing AFAD applications. The policy should also consider more detailed and/or more restrictive
requirements for AFAD use, such as the following:
A. Conditions applicable for the use of Method 1 and Method 2 AFAD operation,
B. Volume criteria,
C. Maximum distance between AFADs,
D. Conflicting lenses/indications monitoring requirements,
E. Fail-safe procedures,
F. Additional signing and pavement markings,
G. Application consistency,
H. Larger signs or lenses to increase visibility, and
I. Use of backplates.
Section 6L.03 STOP/SLOW Automated Flagger Assistance Devices
Standard:
01 A STOP/SLOW Automated Flagger Assistance Device (AFAD) shall include a STOP/SLOW sign
that alternately displays the STOP (R1-1) face and the SLOW (W20-8) face of a STOP/SLOW paddle
(see Figure 6L-1).
02 The AFAD’s STOP/SLOW sign shall have an octagonal shape, shall be fabricated of rigid material, and
shall be mounted with the bottom of the sign a minimum of 6 feet above the pavement on an appropriate
support. The size of the STOP/SLOW sign shall be at least 24 x 24 inches with letters at least 8 inches high.
The background of the STOP face shall be red with white letters and border. The background of the SLOW
face shall be diamond-shaped and orange with black letters and border. Both faces of the STOP/SLOW sign
shall be retroreflectorized.
03 The AFAD’s STOP/SLOW sign shall have a means to positively lock, engage, or otherwise maintain the
sign assembly in a stable condition when set in the STOP or SLOW position.
04 The AFAD’s STOP/SLOW sign shall be supplemented with active conspicuity devices by
incorporating either:
A. White or red flashing lights within the STOP face and white or yellow flashing lights within the
SLOW face meeting the provisions contained in Section 6D.02; or
B. A Stop Beacon (see Section 4S.05) mounted a maximum of 24 inches above the STOP face and
a Warning Beacon (see Section 4S.03) mounted a maximum of 24 inches above, below, or to the
side of the SLOW face. The Stop Beacon shall not be flashed or illuminated when the SLOW face
is displayed, and the Warning Beacon shall not be flashed or illuminated when the STOP face
is displayed. Except for the mounting locations, the beacons shall comply with the provisions of
Chapter 4S.
Option:
05 Type B warning light(s) (see Section 6L.07) or strobe lights may be used in lieu of the Warning Beacon during
the display of the SLOW face of the AFAD’s STOP/SLOW sign.
Standard:
06 If Type B warning lights or strobe lights are used in lieu of a Warning Beacon, they shall flash
continuously when the SLOW face is displayed and shall not be flashed or illuminated when the STOP
face is displayed.
Sect. 6L.02 to 6L.03 December 2023
 MUTCD 11th Edition Page 827

Figure 6L-1. Example of the Use of a STOP/SLOW Automated

Flagger Assistance Device (AFAD)
W20-1

Legend
W20-4
Direction of travel
Work space
C
Channelizing device
Sign
B AFAD with
recommended gate
Flashing beacon

W3-4
R1-7a R1-7a A

R1-1 OR W20-8
W20-8 OR R1-1

OR
R1-7 R1-8 R1-7 R1-8
(optional) (optional) (optional) (optional)
R1-8 R1-7 R1-8 R1-7
OR

R1-1 OR W20-8
W20-8 OR R1-1

Channelizing R1-7a R1-7a

devices on
center line
(optional)
A
W3-4

Notes:
1. See Table 6B-1 for the meanings of
the letter codes used in this figure. B
2. Shown as Method 1 with two AFADs

W20-4

W20-1

December 2023 Sect. 6L.03

 Page 828 MUTCD 11th Edition

Option:
07 The faces of the AFAD’s STOP/SLOW sign may include louvers to improve the stability of the device in
windy or other adverse environmental conditions.
Standard:
08 If louvers are used, the louvers shall be designed such that the full sign face is visible to approaching
traffic at a distance of 50 feet or greater.
Guidance:
09 The STOP/SLOW AFAD should include a gate arm that descends to a down position across the approach lane of
traffic when the STOP face is displayed and then ascends to an upright position when the SLOW face is displayed.
Option:
10 In lieu of a stationary STOP/SLOW sign with a separate gate arm, the STOP/SLOW sign may be attached to a
mast arm that physically blocks the approach lane of traffic when the STOP face is displayed and then moves to a
position that does not block the approach lane when the SLOW face is displayed.
Standard:
11 Gate arms, if used, shall be fully retroreflectorized on both sides, and shall have vertical alternating red
and white stripes at 16-inch intervals measured horizontally as shown in Figure 8D-1. When the arm is in
the down position blocking the approach lane:
A. The minimum vertical aspect of the arm and sheeting shall be 2 inches, and
B. The end of the arm shall reach at least to the center of the lane being controlled.
12 A WAIT ON STOP (R1-7) sign (see Figure 6L-1) shall be displayed to road users approaching the AFAD.
Option:
13 A GO ON SLOW (R1-8) sign (see Figure 6L-1) may also be displayed to road users approaching the AFAD.
14 The WAIT ON STOP/ GO ON SLOW (R1-7a) sign (see Figure 6L-1) may also be used to display both
messages to approaching road users.
Standard:
15 The GO ON SLOW sign, if used, and the WAIT ON STOP sign shall be positioned on the same support
structure as the AFAD or immediately adjacent to the AFAD such that they are in the same direct line of
view of approaching traffic as the sign faces of the AFAD.
16 To inform road users to stop, the AFAD shall display the STOP face and the red or white lights, if used,
within the STOP face shall flash or the Stop Beacon shall flash. To inform road users to proceed, the AFAD
shall display the SLOW face and the yellow or white lights, if used, within the SLOW face shall flash or the
Warning Beacon or the Type B warning lights shall flash.
17 If STOP/SLOW AFADs are used to control traffic in a one-lane, two-way TTC zone, safeguards shall
be incorporated to prevent the flagger(s) from simultaneously displaying the SLOW face at each end of the
TTC zone. Additionally, the flagger(s) shall not display the AFAD’s SLOW face until all oncoming vehicles
have cleared the one-lane portion of the TTC zone.
Section 6L.04 Red/Yellow Lens Automated Flagger Assistance Devices
Standard:
01 A Red/Yellow Lens Automated Flagger Assistance Device (AFAD) shall alternately display a steadily
illuminated CIRCULAR RED lens and a flashing CIRCULAR YELLOW lens to control traffic without the
need for a flagger in the immediate vicinity of the AFAD or on the roadway (see Figure 6L-2).
02 Red/Yellow Lens AFADs shall have at least one set of CIRCULAR RED and CIRCULAR YELLOW
lenses that are 12 inches in diameter. Unless otherwise provided in this Section, the lenses and their
arrangement, CIRCULAR RED on top and CIRCULAR YELLOW below, shall comply with the applicable
provisions for traffic signal indications in Part 4. If the set of lenses is post-mounted, the bottom of the
housing (including brackets) shall be at least 7 feet above the pavement. If the set of lenses is located
over any portion of the highway that can be used by motor vehicles, the bottom of the housing (including
brackets) shall be at least 15 feet above the pavement.
Option:
03 Additional sets of CIRCULAR RED and CIRCULAR YELLOW lenses, located over the roadway or on the
left-hand side of the approach and operated in unison with the primary set, may be used to improve visibility and/
or conspicuity of the AFAD.

Sect. 6L.03 to 6L.04 December 2023

 MUTCD 11th Edition Page 829

Figure 6L-2. Example of the Use of a Red/Yellow Lens Automated

Flagger Assistance Device (AFAD)

Legend
C
Direction of travel
Work space
W20-1 B
Channelizing device
Sign
AFAD with
recommended gate and
two-section signal face
A
Flagger
W20-4

(optional)
Notes:
W16-2P 1. See Table 6B-1 for the meanings of
the letter codes used in this figure.
2. Shown as Method 2 with one AFAD
and a flagger

W20-7

R
Y
Channelizing R10-6
devices on
center line
(optional)

B
W3-4

W20-4

W20-1

December 2023 Sect. 6L.04

 Page 830 MUTCD 11th Edition

Standard:
04 A Red/Yellow Lens AFAD shall include a gate arm that descends to a down position across the
approach lane of traffic when the steady CIRCULAR RED lens is illuminated and then ascends to an
upright position when the flashing CIRCULAR YELLOW lens is illuminated. The gate arm shall be
fully retroreflectorized on both sides, and shall have vertical alternating red and white stripes at 16-inch
intervals measured horizontally as shown in Figure 8D-1. When the arm is in the down position blocking
the approach lane:
A. The minimum vertical aspect of the arm and sheeting shall be 2 inches, and
B. The end of the arm shall reach at least to the center of the lane being controlled.
05 A Stop Here On Red (R10-6 or R10-6a) sign (see Section 2B.59) shall be installed on the right-hand side
of the approach at the point at which drivers are expected to stop when the steady CIRCULAR RED lens is
illuminated (see Figure 6L-2).
06 To inform road users to stop, the AFAD shall display a steadily illuminated CIRCULAR RED lens
and the gate arm shall be in the down position. To inform road users to proceed, the AFAD shall display a
flashing CIRCULAR YELLOW lens and the gate arm shall be in the upright position.
07 If Red/Yellow Lens AFADs are used to control traffic in a one-lane, two-way TTC zone, safeguards shall
be incorporated to prevent the flagger(s) from actuating a simultaneous display of a flashing CIRCULAR
YELLOW lens at each end of the TTC zone. Additionally, the flagger shall not actuate the AFAD’s display
of the flashing CIRCULAR YELLOW lens until all oncoming vehicles have cleared the one-lane portion of
the TTC zone.
08 A change interval shall be provided as the transition between the display of the flashing CIRCULAR
YELLOW indication and the display of the steady CIRCULAR RED indication. During the change
interval, the CIRCULAR YELLOW lens shall be steadily illuminated. The gate arm shall remain in the
upright position during the display of the steadily illuminated CIRCULAR YELLOW change interval.
09 A change interval shall not be provided between the display of the steady CIRCULAR RED indication
and the display of the flashing CIRCULAR YELLOW indication.
Guidance:
10 The steadily illuminated CIRCULAR YELLOW change interval should have a duration of at least 5
seconds, unless a different duration, within the range of durations recommended by Section 4F.17, is justified
by engineering judgment.
Section 6L.05 Portable Changeable Message Signs
Support:
01 Portable changeable message signs (PCMS) are TTC devices installed for temporary use with the flexibility to
display a variety of messages. In most cases, portable changeable message signs follow the same provisions for design
and application as those given for changeable message signs in Chapter 2L. The information in this Section describes
situations where the provisions for portable changeable message signs differ from those given in Chapter 2L.
02 Portable changeable message signs are used most frequently on high-density urban freeways, but have
applications on all types of highways where highway alignment, road user routing problems, or other pertinent
conditions require advance warning and information.
03 Portable changeable message signs have a wide variety of applications in TTC zones including: roadway, lane,
or ramp closures; incident management; width restriction information; speed control or reductions; advisories on
work scheduling; road user management and diversion; warning of adverse conditions or special events; and other
operational control.
04 The primary purpose of portable changeable message signs in TTC zones is to advise the road user of
unexpected situations. Portable changeable message signs are particularly useful as they are capable of:
A. Conveying complex messages,
B. Displaying real time information about conditions ahead, and
C. Providing information to assist road users in making decisions prior to the point where actions
must be taken.
05 Some typical applications include the following:
A. Where the speed of vehicular traffic is expected to drop substantially;
B. Where significant queuing and delays are expected;
C. Where adverse environmental conditions are present;
D. Where there are changes in alignment or surface conditions;
E. Where advance notice of ramp, lane, or roadway closures is needed;
F. Where crash or incident management is needed; and/or
G. Where changes in the road user pattern occur.
Sect. 6L.04 to 6L.05 December 2023
 MUTCD 11th Edition Page 831

Guidance:
06 The components of a portable changeable message sign should include: a message sign, control systems, a
power source, and mounting and transporting equipment. The front face of the sign should be covered with a
protective material.
Standard:
07 Portable changeable message signs shall comply with the applicable design and application principles
established in Chapter 2A. Portable changeable message signs shall display only traffic operational,
regulatory, warning, and guidance information, and shall not be used for advertising messages.
Support:
08 Section 2L.02 contains information regarding overly simplistic or vague messages that is also applicable to
portable changeable message signs.
Standard:
09 The colors used for legends on portable changeable message signs shall comply with those shown in
Table 2A-5.
Support:
10 Section 2L.04 contains information regarding the luminance, luminance contrast, and contrast orientation that
is also applicable to portable changeable message signs.
Guidance:
11 Portable changeable message signs should be visible from ½ mile under both day and night conditions.
Support:
12 Section 2B.21 contains information regarding the design of portable changeable message signs that are used
to display speed limits that change based on operational conditions, or are used to display the speed at which
approaching drivers are traveling.
Guidance:
13 A portable changeable message sign should be limited to three lines of eight characters per line or should
consist of a full matrix display.
14 Except as provided in Paragraph 15 of this Section, the letter height used for portable changeable message
sign messages should be a minimum of 18 inches.
Option:
15 For portable changeable message signs mounted on service patrol trucks or other incident response vehicles,
a letter height as short as 10 inches may be used. Shorter letter sizes may also be used on a portable changeable
message sign used on low speed facilities provided that the message is legible from at least 650 feet.
16 The portable changeable message sign may vary in size.
Guidance:
17 Messages on a portable changeable message sign should consist of no more than two phases, and a phase
should consist of no more than three lines of text. Each phase should be capable of being understood by itself,
regardless of the order in which it is read. Messages should be centered within each line of legend. If more than
one portable changeable message sign is simultaneously legible to road users, then only one of the signs should
display a sequential message at any given time.
Support:
18 Road users have difficulties in reading messages displayed in more than two phases on a typical three-line
portable changeable message sign.
Standard:
19 Except when being used to simulate an Arrow Board display (see Section 6L.06), techniques of message
display such as animation, rapid flashing, dissolving, exploding, scrolling, traveling horizontally or vertically
across the face of the sign, or other dynamic elements shall not be used.
Guidance:
20 When a message is divided into two phases, the display time for each phase should be at least 2 seconds, and
the sum of the display times for both of the phases should be a maximum of 8 seconds.

December 2023 Sect. 6L.05

 Page 832 MUTCD 11th Edition

21 All messages should be designed with consideration given to the principles provided in this Section and also
taking into account the following:
A. The message should be as brief as possible and should contain three thoughts (with each thought
preferably shown on its own line) that convey:
1. The problem or situation that the road user will encounter ahead,
2. The location of or distance to the problem or situation, and
3. The recommended driver action.
B. If more than two phases are needed to display a message, additional portable changeable message signs
should be used. When multiple portable changeable message signs are needed, they should be placed
on the same side of the roadway and they should be separated from each other by a distance of at least
1,000 feet on freeways and expressways, and by a distance of at least 500 feet on other types of highways.
Standard:
22 When the word messages shown in Tables 1D-1 or 1D-2 need to be abbreviated on a portable
changeable message sign, the provisions described in Section 1D.08 shall be followed.
23 In order to maintain legibility, portable changeable message signs shall automatically adjust their
brightness under varying light conditions.
24 The control system shall include a display screen upon which messages can be reviewed before being
displayed on the message sign. The control system shall be capable of maintaining memory when power
is unavailable.
25 Portable changeable message signs shall be equipped with a power source and a battery back-up to
provide continuous operation when failure of the primary power source occurs.
26 The mounting of portable changeable message signs on a trailer, a large truck, or a service patrol truck
shall be such that the bottom of the message sign shall be a minimum of 7 feet above the roadway in urban
areas and 5 feet above the roadway in rural areas when it is in the operating mode.
Guidance:
27 Portable changeable message signs should be used as a supplement to and not as a substitute for
conventional signs and pavement markings.
28 When portable changeable message signs are used for route diversion, they should be placed far enough in
advance of the diversion to allow road users ample opportunity to perform necessary lane changes, to adjust
their speed, or to exit the affected highway.
29 Portable changeable message signs should be sited and aligned to provide maximum legibility and to allow
time for road users to respond appropriately to the portable changeable message sign message.
30 Portable changeable message signs should be placed off the shoulder of the roadway and behind a traffic
barrier, if practicable. Where a traffic barrier is not available to shield the portable changeable message sign,
it should be placed off the shoulder and outside of the clear zone. If a portable changeable message sign has to
be placed on the shoulder of the roadway or within the clear zone, it should be delineated with retroreflective
TTC devices.
31 When portable changeable message signs are used in TTC zones, they should display only TTC messages.
32 When portable changeable message signs are not being used to display TTC messages, they should be
relocated such that they are outside of the clear zone or shielded behind a traffic barrier and turned away from
traffic. If relocation or shielding is impracticable, they should be delineated with retroreflective TTC devices.
33 Portable changeable message sign trailers should be delineated on a permanent basis by affixing
retroreflective material, known as conspicuity material, in a continuous line on the face of the trailer as seen by
oncoming road users.
Section 6L.06 Arrow Boards
Standard:
01 An arrow board shall be a sign with a matrix of elements capable of either flashing or sequential
displays. This sign shall provide additional warning and directional information to assist in merging and
controlling road users through or around a TTC zone.
Guidance:
02 An arrow board in the arrow or chevron mode should be used to advise approaching traffic of a lane closure
along major multi-lane roadways in situations involving heavy traffic volumes, high speeds, and/or limited
sight distances, or at other locations and under other conditions where road users are less likely to expect such
lane closures.
Sect. 6L.05 to 6L.06 December 2023
 MUTCD 11th Edition Page 833

03 If used, an arrow board should be used in combination with appropriate signs, channelizing devices, or other
TTC devices.
04 An arrow board should be placed on the shoulder of the roadway or, if practicable, farther from the traveled
lane. It should be delineated with retroreflective TTC devices. When an arrow board is not being used, it should
be removed; if not removed, it should be shielded; or if the previous two options are not feasible, it should be
delineated with retroreflective TTC devices.
Standard:
05 Arrow boards shall meet the minimum size, legibility distance, number of elements, and other
specifications shown in Figure 6L-3.
Support:
06 Type A arrow boards are appropriate for use on low-speed urban streets. Type B arrow boards are appropriate
for intermediate-speed facilities and for maintenance or mobile operations on high-speed roadways. Type C arrow
boards are intended to be used on high-speed, high-volume motor vehicle traffic control projects. Type D arrow
boards are intended for use on vehicles authorized by the State or local agency.
Standard:
07 Type A, B, and C arrow boards shall have solid rectangular appearances. A Type D arrow board shall
conform to the shape of the arrow.
08 All arrow boards shall be finished in non-reflective black. The arrow board shall be mounted on a
vehicle, a trailer, or other suitable support.
Guidance:
09 The minimum mounting height, measured vertically from the bottom of the board to the roadway below it or
to the elevation of the near edge of the roadway, of an arrow board should be 7 feet, except on vehicle-mounted
arrow boards, which should be as high as practicable.
10 A vehicle-mounted arrow board should be provided with remote controls.
Standard:
11 Arrow board elements shall be capable of at least a 50 percent dimming from full brilliance. The
dimmed mode shall be used for nighttime operation of arrow boards.
Guidance:
12 Full brilliance should be used for daytime operation of arrow boards.
Standard:
13 The arrow board shall have suitable elements capable of the various operating modes. The color
presented by the elements shall be yellow.
Guidance:
14 If an arrow board consisting of a bulb matrix is used, the elements should be recess-mounted or equipped
with an upper hood of not less than 180 degrees.
Standard:
15 The minimum element on-time shall be 50 percent for the flashing mode, with equal intervals of 25
percent for each sequential phase. The flashing rate shall be not less than 25 or more than 40 flashes
per minute.
16 An arrow board shall have the following three mode selections:
A. A Flashing Arrow, Sequential Arrow, or Sequential Chevron mode;
B. A flashing Double Arrow mode; and
C. A flashing Caution or Alternating Diamond mode.
17 An arrow board in the arrow or chevron mode shall be used only for stationary or moving lane closures
on multi-lane roadways.
18 For shoulder work, for blocking the shoulder, for roadside work near the shoulder, or for temporarily
closing one lane on a two-lane, two-way roadway, an arrow board shall be used only in the caution mode.
Guidance:
19 For a stationary lane closure, the arrow board should be located on the shoulder at the beginning of the
merging taper.
20 Where the shoulder is narrow, the arrow board should be located in the closed lane.

December 2023 Sect. 6L.06

 Page 834 MUTCD 11th Edition

Figure 6L-3. Advance Warning Arrow Board Display Specifications

Operating Mode Display (Type C arrow board illustrated)

1. At least one of the three following modes (right arrow shown; left is similar)
shall be provided:

Flashing Arrow

Merge Right

Sequential Arrow

Merge Right

Sequential Chevron

Merge Right

2. The following mode shall be provided:

Flashing Double Arrow
Merge Right or Left

3. At least one of the following modes or or

shall be provided: Flashing Caution
or Alternating Diamond Caution
Flashing Caution Flashing Caution Alternating Diamond Caution

Arrow Board Minimum Minimum Legibility Minimum Number

Type Size Distance of Elements

A 48 x 24 inches 1/2 mile 12

B 60 x 30 inches 3/4 mile 13

C 96 x 48 inches 1 mile 15

D None* 1/2 mile 12

*Length of arrow equals 48 inches, width of arrowhead equals 24 inches

Standard:
21 When arrow boards are used to close multiple lanes, a separate arrow board shall be used for each
closed lane.
Guidance:
22 When arrow boards are used to close multiple lanes, if the first arrow board is placed on the shoulder, the
second arrow board should be placed in the first closed lane at the upstream end of the second merging taper
(see Figure 6P-37). When the first arrow board is placed in the first closed lane, the second arrow board should
be placed in the second closed lane at the downstream end of the second merging taper.

Sect. 6L.06 December 2023

 MUTCD 11th Edition Page 835

23 For mobile operations where a lane is closed, the arrow board should be located to provide adequate
separation from the work operation to allow for appropriate reaction by approaching drivers.
Standard:
24 A vehicle displaying an arrow board shall be equipped with high-intensity rotating, flashing, oscillating,
or strobe lights.
25 Arrow boards shall only be used to indicate a lane closure. Arrow boards shall not be used to indicate a
lane shift.
Option:
26 A portable changeable message sign may be used to simulate an arrow board display.
Section 6L.07 Flashing Beacons and Warning Lights
Guidance:
01 Lighting devices should be provided in TTC zones based on engineering judgment.
Option:
02 Flashing beacons (see Chapter 4S) and/or warning lights may be used to supplement retroreflectorized signs,
barriers, and channelizing devices.
Support:
03 Type A, Type B, Type C, and Type D 360-degree warning lights are portable, powered, yellow, lens-directed,
enclosed lights.
Standard:
04 Warning lights shall comply with the provisions in Chapter 13 of the publication entitled,
“Equipment and Materials Standards of the Institute of Transportation Engineers,” 1998,
Institute of Transportation Engineers.
05 When warning lights are used, they shall be mounted on signs or channelizing devices in a manner
that, if hit by an errant vehicle, they will not be likely to penetrate the windshield.
Guidance:
06 The maximum spacing for warning lights should be identical to the channelizing device spacing requirements.
Support:
07 The light weight and portability of warning lights are advantages that make these devices useful as
supplements to the retroreflectorization on signs and channelizing devices. The flashing lights are effective in
attracting road users’ attention.
Option:
08 Warning lights may be used in either a steady-burn or flashing mode.
Standard:
09 Warning lights shall flash when placed on channelizing devices used alone or in a cluster to warn
of a condition.
10 Except for the sequential flashing warning lights discussed in Paragraph 12 of this Section, warning
lights placed on channelizing devices used in a series to channelize road users shall be steady-burn.
11 Except for the sequential flashing warning lights that are described in Paragraph 12 of this Section,
flashing warning lights shall not be used for delineation, as a series of flashers fails to identify the desired
vehicle path.
12 If a series of sequential flashing warning lights is used on channelizing devices that form a merging
taper, the successive flashing of the lights shall occur from the upstream end of the merging taper to the
downstream end of the merging taper in order to identify the desired vehicle path. Each flashing warning
light in the sequence shall be flashed at a rate of not less than 55 or more than 75 times per minute.
13 Type A Low-Intensity Flashing warning lights, Type C Steady-Burn warning lights, and Type D
360-degree Steady-Burn warning lights shall be maintained so as to be capable of being visible on a clear
night from a distance of 3,000 feet. Type B High-Intensity Flashing warning lights shall be maintained so as
to be capable of being visible on a sunny day when viewed without the sun directly on or behind the device
from a distance of 1,000 feet.
14 Warning lights shall have a minimum mounting height of 30 inches to the bottom of the lens.

December 2023 Sect. 6L.06 to 6L.07

 Page 836 MUTCD 11th Edition

Support:
15 Type A Low-Intensity Flashing warning lights are used to warn road users during nighttime hours that they
are approaching or proceeding in a potentially hazardous area.
Option:
16 Type A warning lights may be mounted on channelizing devices.
Support:
17 Type B High-Intensity Flashing warning lights are used to warn road users during both daylight and nighttime
hours that they are approaching a potentially hazardous area.
Option:
18 Type B warning lights are designed to operate 24 hours per day and may be mounted on advance warning
signs or on independent supports.
19 Type C Steady-Burn warning lights and Type D 360-degree Steady-Burn warning lights may be used during
nighttime hours to delineate the edge of the traveled way.
Guidance:
20 When used to delineate a curve, Type C and Type D 360-degree warning lights should only be used on
devices on the outside of the curve, and not on the inside of the curve.
Section 6L.08 High-Level Warning Devices (Flag Trees)
Option:
01 A high-level warning device (flag tree) may supplement other TTC devices in TTC zones.
Support:
02 A high-level warning device is designed to be seen over the top of typical passenger cars. A typical high-level
warning device is shown in Figure 6F-1.
Standard:
03 A high-level warning device shall consist of a minimum of two flags with or without a Type B high-
intensity flashing warning light. The distance from the roadway to the bottom of the lens of the light and to
the lowest point of the flag material shall be not less than 8 feet. The flag shall be 16 inches square or larger
and shall be orange or fluorescent red-orange in color.
Option:
04 An appropriate warning sign may be mounted below the flags.
Support:
05 High-level warning devices are most commonly used in high-density road user situations to warn road users of
short-term operations.

Sect. 6L.07 to 6L.08 December 2023

 MUTCD 11th Edition Page 837

CHAPTER 6M. OTHER TTC ZONE DESIGN FEATURES AND SAFETY DEVICES
Section 6M.01 General
Support:
01 Although certain devices and design features, such as lighting, barriers, dividers, crash cushions, and screens,
are sometimes used in TTC zones to supplement traffic control devices or enhance traffic operations or safety
for road users, they are not considered to be traffic control devices. The following Sections describe the most
commonly used devices and design features. Section 1D.04 contains additional information about these devices
and design features.
Section 6M.02 Positive Protection and Temporary Traffic Barriers
Support:
01 Temporary traffic barriers, including portable or movable barriers, are devices designed to help prevent
penetration by vehicles while minimizing injuries to vehicle occupants, and to protect workers, bicyclists,
and pedestrians.
Guidance:
02 Except as otherwise required, at a minimum, longitudinal traffic barriers and/or other positive protection
devices should be considered in work zone situations that place workers at increased risk from motorized traffic,
and where positive protection devices offer the highest potential for improved safety for workers and road users.
Support:
03 Considerations for positive protection include, but are not limited to, the following circumstances:
A. Work zones that provide workers no means of escape from motorized traffic such as tunnels or bridges;
B. Long-term stationary work zones of two weeks or more resulting in substantial worker exposure to
motorized traffic;
C. Projects with anticipated operating speeds of 45 mph or greater, especially when combined with high
traffic volumes;
D. Work operations that place workers, pedestrians, or bicyclists close to travel lanes open to traffic; and
E. Roadside hazards, such as drop-offs or unfinished bridge decks, that will remain in place overnight
or longer.
04 Work zone setups vary depending on the nature of the positive protection used.
05 23 CFR Part 630.1108(a) contains additional requirements for certain projects.
Option:
06 Temporary traffic barriers may be used to separate two-way vehicular traffic.
Standard:
07 Temporary traffic barriers shall be supplemented with standard delineation, pavement markings, or
channelizing devices for improved daytime and nighttime visibility if they are used to channelize vehicular
traffic. The delineation color shall match the applicable pavement marking color.
08 Temporary traffic barriers, including their end treatments, shall be crashworthy (see definition in
Section 1C.02).
09 Short intermittent segments of temporary traffic barrier shall not be used because they nullify the
containment and redirective capabilities of the temporary traffic barrier, increase the potential for serious
injury both to vehicle occupants and pedestrians, and encourage the presence of blunt leading ends.
Adjacent temporary traffic barrier segments shall be properly connected in order to provide the overall
strength required for the temporary traffic barrier to perform properly.
Option:
10 Steady-burn warning lights (see Section 6L.07) may be mounted on temporary traffic barrier installations.
Support:
11 Temporary traffic barrier includes portable concrete, portable steel, or movable barrier which can all be
moved laterally and/or longitudinally when needed and/or from site to site. More specific information on the
use of temporary traffic barriers is contained in Chapters 8 and 9 of “Roadside Design Guide,” 4th Edition,
2011, AASHTO.

December 2023 Sect. 6M.01 to 6M.02

 Page 838 MUTCD 11th Edition

Section 6M.03 Temporary Raised Islands

Standard:
01 Temporary raised islands shall be used only in combination with pavement striping and other suitable
channelizing devices.
Option:
02 A temporary raised island may be used to separate vehicular traffic flows in two-lane, two-way operations on
roadways having a vehicular traffic volume range of 4,000 to 15,000 average daily traffic (ADT) and on freeways
having a vehicular traffic volume range of 22,000 ADT to 60,000 ADT.
03 Temporary raised islands also may be used in other than two-lane, two-way operations where physical
separation of vehicular traffic from the TTC zone is not required.
Guidance:
04 Temporary raised islands should have the basic dimensions of 4 inches high by at least 12 inches wide and
have rounded or chamfered corners.
05 The temporary raised islands should not be designed in such a manner that they would cause a motorist
to lose control of the vehicle if the vehicle inadvertently strikes the temporary raised island. If struck, pieces of
the island should not be dislodged to the extent that they could penetrate the occupant compartment or involve
other vehicles.
Standard:
06 At pedestrian crossing locations, temporary raised islands shall have an opening or be shortened to
provide at least a 60-inch wide passageway for the crossing pedestrian.
Section 6M.04 Detectable Edging for Pedestrians
Support:
01 Individual channelizing devices, tape or rope used to connect individual devices, other discontinuous barriers
and devices, and pavement markings are not detectable by persons with vision disabilities and are incapable of
providing detectable path guidance on temporary or realigned sidewalks or other pedestrian facilities.
Guidance:
02 A continuously-detectable edging should be provided throughout the length of a temporary pedestrian facility
such that it can be followed by pedestrians using long canes for guidance. This edging should extend at least 8
inches above the surface of the sidewalk or pathway, with the bottom of the edging a maximum of 2 inches above
the surface. This edging should be continuous throughout the length of the facility except for gaps at locations
where pedestrians or vehicles will be turning or crossing. This edging should consist of a prefabricated or
formed-in-place curbing or other continuous device that is placed along the edge of the sidewalk or walkway.
This edging should be firmly attached to the ground or to other devices. Adjacent sections of this edging should
be interconnected such that the edging is not displaced by pedestrian or vehicular traffic or work operations, and
such that it does not constitute a hazard to pedestrians, workers, or other road users.
Support:
03 Examples of detectable edging for pedestrians include:
A. Prefabricated lightweight sections of plastic, metal, or other suitable materials that are interconnected and
fixed in place to form a continuous edge.
B. Prefabricated lightweight sections of plastic, metal, or other suitable materials that are interconnected,
fixed in place, and placed at ground level to provide a continuous connection between channelizing devices
located at intervals along the edge of the sidewalk or walkway.
C. Sections of lumber interconnected and fixed in place to form a continuous edge.
D. Formed-in-place asphalt or concrete curb.
E. Prefabricated concrete curb sections that are interconnected and fixed in place to form a continuous edge.
F. Continuous temporary traffic barrier or longitudinal channelizing barricades placed along the edge of the
sidewalk or walkway that provides a pedestrian edging at ground level.
G. Chain link or other fencing equipped with a continuous bottom rail.
Guidance:
04 Detectable pedestrian edging should be orange, white, or yellow and should match the color of the adjacent
channelizing devices or traffic control devices, if any are present.

Sect. 6M.03 to 6M.04 December 2023

 MUTCD 11th Edition Page 839

Section 6M.05 Crash Cushions

Support:
01 Crash cushions are systems that mitigate the effects of errant vehicles that strike obstacles, either by smoothly
decelerating the vehicle to a stop when hit head-on, or by redirecting the errant vehicle. The two types of crash
cushions that are used in TTC zones are stationary crash cushions and truck-mounted attenuators. Crash cushions
in TTC zones help protect the drivers from the exposed ends of barriers, fixed objects, shadow vehicles, and other
obstacles. Specific information on the use of crash cushions can be found in “Roadside Design Guide,” 4th Edition,
2011, AASHTO.
Standard:
02 Crash cushions shall be crashworthy (see definition in Section 1C.02). They shall also be designed for
each application to stop or redirect errant vehicles under prescribed conditions. Crash cushions shall be
periodically inspected to verify that they have not been hit or damaged. Damaged crash cushions shall be
promptly repaired or replaced to maintain their crashworthiness.
Support:
03 Stationary crash cushions are used in the same manner as permanent highway installations to protect drivers
from the exposed ends of barriers, fixed objects, and other obstacles.
Standard:
04 Stationary crash cushions shall be designed for the specific application intended.
05 Truck-mounted attenuators shall be energy-absorbing devices attached to the rear of shadow trailers or
trucks and shall be used in accordance with the manufacturer’s specifications. If used, the shadow vehicle
with the attenuator shall be located in advance of the work area, workers, or equipment to reduce the
severity of rear-end crashes from errant vehicles.
Support:
06 Trucks or trailers are often used as shadow vehicles to protect workers or work equipment from errant
vehicles. These shadow vehicles are normally equipped with flashing arrows, changeable message signs, and/or
high-intensity rotating, flashing, oscillating, or strobe lights and are located properly in advance of the workers
and/or equipment that they are protecting. However, these shadow vehicles might themselves cause injuries to
occupants of the errant vehicles if they are not equipped with truck-mounted attenuators.
Guidance:
07 The shadow truck should be positioned a sufficient distance in advance of the workers or equipment being
protected so that there will be sufficient distance, but not so much so that errant vehicles will travel around the
shadow truck and strike the protected workers and/or equipment.
Support:
08 Chapter 9 of “Roadside Design Guide,” 4th Edition, 2011, AASHTO contains additional information regarding
the use of shadow vehicles.
Section 6M.06 Rumble Strips
Support:
01 Transverse rumble strips consist of intermittent, narrow, transverse areas of rough-textured or slightly-raised
or depressed road surface that extend across the travel lanes to alert drivers to unusual vehicular traffic conditions.
Through noise and vibration they attract the driver’s attention to such features as unexpected changes in alignment
and to conditions requiring a stop.
02 Longitudinal rumble strips consist of a series of rough-textured or slightly-raised or depressed road surfaces
located along the shoulder to alert road users that they are leaving the travel lanes.
Standard:
03 If it is desirable to use a color other than the color of the pavement for a longitudinal rumble strip,
the color of the rumble strip shall be the same color as the longitudinal line the rumble strip supplements.
04 If the color of a transverse rumble strip used within a travel lane is not the color of the pavement,
the color of the rumble strip shall be white, black, or orange.
Option:
05 Intervals between transverse rumble strips may be reduced as the distance to the approached conditions is
diminished in order to convey an impression that a closure speed is too fast and/or that an action is imminent. A sign
warning drivers of the onset of rumble strips may be placed in advance of any transverse rumble strip installation.

December 2023 Sect. 6M.05 to 6M.06

 Page 840 MUTCD 11th Edition

Guidance:
06 Transverse rumble strips should be placed transverse to vehicular traffic movement. They should not
adversely affect overall pavement skid resistance under wet or dry conditions.
07 In urban areas, even though a closer spacing might be warranted, transverse rumble strips should be
designed in a manner that does not promote unnecessary braking or erratic steering maneuvers by road users.
08 Transverse rumble strips should not be placed on sharp horizontal or vertical curves.
09 Rumble strips should not be placed through pedestrian crossings or on bicycle routes.
10 Transverse rumble strips should not be placed on roadways used by bicyclists unless a minimum clear path
of 4 feet is provided at each edge of the roadway or on each paved shoulder.
11 Longitudinal rumble strips should not be placed on the shoulder of a roadway that is used by bicyclists
unless a minimum clear path of 4 feet is also provided on the shoulder.
Section 6M.07 Screens
Support:
01 Screens are used to block the road users’ view of activities that can be distracting. Screens might improve
safety and motor vehicle traffic flow where volumes approach the roadway capacity because they discourage
gawking and reduce headlight glare from oncoming motor vehicle traffic.
Guidance:
02 Screens should not be mounted where they could adversely restrict road user visibility and sight distance and
adversely affect the operation of vehicles.
Option:
03 Screens may be mounted on the top of temporary traffic barriers that separate two-way motor vehicle traffic.
Guidance:
04 Design of screens should be in accordance with Chapter 9 of “Roadside Design Guide,” 4th Edition,
2011, AASHTO.
Section 6M.08 Lighting for Night Work
Support:
01 Utility, maintenance, or construction activities on highways are frequently conducted during nighttime periods
when vehicular traffic volumes are lower. Large construction projects are sometimes operated on a double-shift
basis requiring night work (see Section 6N.18).
Guidance:
02 When nighttime work is being performed, floodlights should be used to illuminate the work area, equipment
crossings, and other areas.
03 When used, floodlighting should be installed in a manner that minimizes glare to approaching road users,
flaggers, or workers.
04 The adequacy of the floodlight placement and elimination of potential glare should be determined by driving
through and observing the floodlighted area from each direction on all approaching roadways after the initial
floodlight setup, at night, and periodically. Lighting should be sufficient so as to give road users the capability
to identify a worker as a person. Care should be taken to minimize the potential for shadows to conceal workers
within the work area.
Support:
05 Desired illumination levels vary depending upon the nature of the task involved. An average horizontal
luminance of 5 foot candles can be adequate for general activities. Tasks requiring high levels of precision and
extreme care can require an average horizontal luminance of 20 foot candles.
Standard:
06 Except in emergency situations, flagger stations shall be illuminated at night.

Sect. 6M.06 to 6M.08 December 2023

 MUTCD 11th Edition Page 841

CHAPTER 6N. TYPES OF TEMPORARY TRAFFIC CONTROL ZONE ACTIVITIES

Section 6N.01 Work Duration
Support:
01 Work duration is a major factor in determining the number and types of devices used in TTC zones.
The duration of a TTC zone is defined relative to the length of time a work operation occupies a spot location.
Standard:
02 The five categories of work duration and their time at a location shall be defined as follows:
A. Long-term stationary is work that occupies a location more than 3 days.
B. Intermediate-term stationary is work that occupies a location more than one daylight period up to
3 days, or nighttime work lasting more than 1 hour.
C. Short-term stationary is daytime work that occupies a location for more than 1 hour within a single
daylight period.
D. Short duration is work that occupies a location up to 1 hour.
E. Mobile is work that moves intermittently or continuously.
Support:
03 At long-term stationary TTC zones, there is ample time to install and realize benefits from the full range of
TTC procedures and devices that are available for use. Larger channelizing devices, temporary roadways, and
temporary traffic barriers are frequently used.
Standard:
04 Since long-term operations extend into nighttime, retroreflective and/or illuminated devices shall be
used in long-term stationary TTC zones.
Support:
05 In intermediate-term stationary TTC zones, it might not be feasible or practical to use procedures or devices
that would be desirable for long-term stationary TTC zones, such as altered pavement markings, temporary traffic
barriers, and temporary roadways. The increased time to place and remove these devices in some cases could
significantly lengthen the project, thus increasing exposure time.
Standard:
06 Since intermediate-term operations extend into nighttime, retroreflective and/or illuminated devices
shall be used in intermediate-term stationary TTC zones.
Support:
07 Most maintenance and utility operations are short-term stationary work.
08 As compared to stationary operations, mobile and short-duration operations are activities that might involve
different treatments. Devices having greater mobility might be necessary such as signs mounted on trucks. Devices
that are larger, more imposing, or more visible can be used effectively and economically. The mobility of the TTC
zone is important.
Guidance:
09 Safety in short-duration or mobile operations should not be compromised by using fewer devices simply
because the operation will frequently change its location.
Support:
10 During short-duration work, it often takes longer to set up and remove the TTC zone than to perform the
work. Workers face hazards in setting up and taking down the TTC zone. Also, since the work time is short, delays
affecting road users are significantly increased when additional devices are installed and removed.
Option:
11 Considering these factors, simplified control procedures may be warranted for short-duration work. A
reduction in the number of devices may be offset by the use of other more dominant devices such as high-intensity
rotating, flashing, oscillating, or strobe lights on work vehicles.
Support:
12 Mobile operations often involve frequent short stops for activities such as litter cleanup, pothole patching, or
utility operations, and are similar to short-duration operations.
Option:
13 Flags and/or channelizing devices may additionally be used and moved periodically to keep them near the
mobile work area.

December 2023 Sect. 6N.01

 Page 842 MUTCD 11th Edition

14 Flaggers may be used for mobile operations that often involve frequent short stops.
Support:
15 Mobile operations also include work activities where workers and equipment move along the road without
stopping, usually at slow speeds. The advance warning area moves with the work area.
Guidance:
16 When mobile operations are being performed, a shadow vehicle equipped with an arrow board or a sign
should follow the work vehicle, especially when vehicular traffic speeds or volumes are high. Where feasible,
warning signs should be placed along the roadway and moved periodically as work progresses.
17 To avoid high-volume conditions, consideration should be given to scheduling mobile operations work during
off-peak hours.
18 If there are mobile operations on a high-speed travel lane of a multi-lane divided highway, arrow boards
should be used.
Standard:
19 Mobile operations shall have appropriate devices on the equipment (that is, high-intensity rotating,
flashing, oscillating, or strobe lights, signs, or special lighting), or shall use a separate vehicle with
appropriate warning devices. Although vehicle hazard warning lights are permitted to be used to
supplement high-intensity rotating, flashing, oscillating, or strobe lights, they shall not be used instead
of these devices.
Option:
20 For mobile operations that move at speeds of less than 3 mph, mobile signs or stationary signing that is
periodically retrieved and repositioned in the advance warning area may be used.
Support:
21 A rolling roadblock is a method of TTC used to slow or stop traffic as a means of temporarily removing traffic
from a roadway segment downstream of the road block. The rolling roadblock closes all lanes of traffic by using
pacing vehicles to create a gap so that construction activities can be performed. Rolling roadblocks are used where
long-term road closures using TTC devices are not needed. A rolling roadblock consists of one blocking/pacing
vehicle per lane of traffic, a clearing vehicle, and an advance warning vehicle. The rolling roadblock is normally
performed by law enforcement officers during off-peak hours.
Section 6N.02 Location of Work
Support:
01 Chapter 6C and Sections 6M.04 and 6N.04 contain additional information regarding the steps to follow when
pedestrian or bicycle facilities are affected by the worksite.
02 The choice of TTC needed for a TTC zone depends upon where the work is located. As a general rule, the
closer the work is to road users (including bicyclists and pedestrians), the greater the number of TTC devices that
are needed. Procedures are described later in this Chapter for establishing TTC zones in the following locations:
A. Outside the shoulder,
B. On the shoulder with no encroachment,
C. On the shoulder with minor encroachment,
D. Within the median, and
E. Within the traveled way.
Standard:
03 When the work space is within the traveled way, except for short-duration and mobile operations,
advance warning shall provide a general message that work is taking place and shall supply information
about highway conditions. TTC devices shall clearly delineate the path roadway users are to follow through
the TTC zone.
Section 6N.03 Modifications to Fulfill Special Needs
Support:
01 The typical applications in Chapter 6P illustrate commonly encountered situations in which TTC devices
are employed.
Option:
02 Other devices may be added to supplement the devices provided in the typical applications, and device spacing
may be adjusted to provide additional reaction time. When conditions are less complex than those depicted in the
typical applications, fewer devices may be needed.
Sect. 6N.01 to 6N.03 December 2023
 MUTCD 11th Edition Page 843

Guidance:
03 When conditions are more complex, typical applications should be modified by giving particular attention
to the provisions set forth in Chapter 6A and by incorporating appropriate devices and practices from the
following list:
A. Additional devices:
1. Signs
2. Arrow boards
3. More channelizing devices at closer spacing (see Section 6M.04 for information regarding detectable
edging for pedestrians)
4. Temporary raised pavement markers
5. High-level warning devices
6. Portable changeable message signs
7. Temporary traffic control signals (including accessible pedestrian signals where not otherwise required)
8. Temporary traffic barriers
9. Crash cushions
10. Screens
11. Rumble strips
12. More delineation
B. Upgrading of devices:
1. A full complement of standard pavement markings
2. Brighter and/or wider pavement markings
3. Larger and/or brighter signs
4. Channelizing devices with greater conspicuity
5. Temporary traffic barriers in place of channelizing devices
C. Improved geometrics at detours or crossovers
D. Increased distances:
1. Longer advance warning area
2. Longer tapers
E. Lighting:
1. Temporary roadway lighting
2. Steady-burn lights used with channelizing devices
3. Flashing lights for isolated hazards
4. Illuminated signs
5. Floodlights
F. Pedestrian routes and temporary facilities
G. Bicycle diversions and temporary facilities
Section 6N.04 Work Affecting Pedestrian and Bicycle Facilities
Support:
01 It is not uncommon, particularly in urban areas, that road work and the associated TTC will affect existing
pedestrian or bicycle facilities. It is essential that the needs of all road users, including pedestrians with disabilities,
are considered in TTC zones.
02 In addition to specific provisions identified in Sections 6N.05 through 6N.13, there are a number of provisions
that might be applicable for all of the types of activities identified in this Chapter.
Guidance:
03 Where pedestrian or bicyclist usage is high, the typical applications should be modified by giving particular
attention to the provisions set forth in Chapter 6C, this Chapter, Sections 6K.02 and 6M.04, and in other Sections
of Part 6 related to accessibility and detectability provisions in TTC zones.
04 Pedestrians should be separated from the worksite by appropriate devices that maintain the accessibility and
detectability for pedestrians with disabilities.
05 Bicyclists and pedestrians should not be exposed to unprotected excavations, open utility access, overhanging
equipment, or other such conditions.
06 Except for - and mobile operations, when a highway shoulder is occupied, a SHOULDER WORK (W21-5)
sign should be placed in advance of the activity area. When work is performed on a paved shoulder 8 feet or more
in width, channelizing devices should be placed on a taper having a length that conforms to the requirements of a
shoulder taper. Signs should be placed such that they do not narrow any existing pedestrian passages to less than
48 inches.
December 2023 Sect. 6N.03 to 6N.04
 Page 844 MUTCD 11th Edition

07 Pedestrian detours should be avoided since pedestrians rarely observe them and the cost of providing
accessibility and detectability might outweigh the cost of maintaining a continuous route. Whenever possible, work
should be done in a manner that does not create a need to detour pedestrians from existing routes or crossings.
Standard:
08 Where pedestrian routes are closed, alternate pedestrian routes shall be provided.
09 When existing pedestrian facilities are disrupted, closed, or relocated in a TTC zone, the temporary
facilities shall be detectable and shall include accessibility features consistent with the features present in
the existing pedestrian facility.
Guidance:
10 The continuity of a bikeway should be maintained through the TTC zone if practical.
Support:
11 The continuity of a bikeway through the TTC zone is particularly important where bicyclists have been
traveling on a shoulder, bicycle lane, or shared-use path adjacent to a general-purpose lane (having a speed limit
greater than or equal to 35 miles per hour) and there would be a significant safety concern if bicyclists were to
share that general-purpose lane through the TTC zone.
12 On roadways which are not bikeways but where bicyclists (when present) typically share lanes with
motor vehicle traffic, the TTC plan and Typical Applications for general traffic will usually be adequate for
bicyclists as well.
13 In order to maintain room for bicycle lanes through the TTC zone on a multi-lane roadway, one or more travel
lanes could be closed.
Guidance:
14 If a bikeway detour is unavoidable, it should be as short and direct as practical.
15 On-road bicyclists should not be directed onto a path or sidewalk intended for pedestrian use except where
such a path or sidewalk is a shared-use path, or where no practical alternative is available (such as might be the
case on a bridge in the course of a rehabilitation project).
16 If a portion of a bikeway is to be closed due to construction activities and the detoured bikeway follows a
complex path not in the original bikeway corridor, then a full detour plan should be developed and implemented.
The TTC for the detour of the bikeway should include all necessary advance warning (W21 series) signs, detour
(W4-9 series) signs, and any other TTC devices necessary to guide bicyclists along the detour route.
Support:
17 Figures 6P-47 through 6P-51 provide examples and contain additional information for accommodating
bicycles through or around typical TTC zones.
Option:
18 If an on-street bikeway had a wide travel lane or lanes in which bicyclists traveled side by side with motor
vehicles prior to construction, and construction activities reduce the lane width(s) to less than 14 feet through the
TTC zone, then the BICYCLISTS ALLOWED USE OF FULL LANE (R9-20) sign may be used.
Standard:
19 The minimum TTC sign and plaque sizes for shared-use paths shall conform to those shown in Table
9A-1. The minimum TTC sign and plaque sizes for on-street bikeways shall conform to Chapters 6G,
6H, and 6I.
Section 6N.05 Work Outside of the Shoulder
Support:
01 When work is being performed beyond the shoulders, but within the right-of-way, little or no TTC might
be needed. TTC generally is not needed where work is confined to an area 15 feet or more from the edge of the
traveled way. However, TTC is appropriate where distracting situations exist, such as vehicles parked on the
shoulder, vehicles accessing the worksite via the highway, and equipment traveling on or crossing the roadway to
perform the work operations (for example, mowing). A typical application for work beyond the shoulder is shown
in Figure 6P-1.

Sect. 6N.04 to 6N.05 December 2023

 MUTCD 11th Edition Page 845

Guidance:
02 Where the situations described in Paragraph 1 of this Section exist, a single warning sign, such as ROAD
WORK AHEAD (W20-1), should be used. If the equipment travels on the roadway, the equipment should be
equipped with appropriate flags, high-intensity rotating, flashing, oscillating, or strobe lights, and/or a SLOW
MOVING VEHICLE (W21-4) sign.
03 If work vehicles are on the shoulder, a SHOULDER WORK (W21-5) sign should be used.
04 A general warning sign like ROAD MACHINERY AHEAD (W21-3) should be used if workers and equipment
must occasionally move onto the shoulder.
Option:
05 For mowing operations, the sign MOWING AHEAD (W21-8) may be used.
06 Where the activity is spread out over a distance of more than 2 miles, the SHOULDER WORK (W21-5) sign
may be repeated every 1 mile.
07 A supplementary plaque with the message NEXT XX MILES (W7-3aP) may be used.
Section 6N.06 Work on the Shoulder with No Encroachment
Support:
01 The provisions of this Section apply to short-term through long-term stationary operations.
Standard:
02 When paved shoulders having a width of 8 feet or more are closed, at least one advance warning sign
shall be used. In addition, channelizing devices shall be used to close the shoulder in advance to delineate
the beginning of the work space and direct motor vehicle traffic to remain within the traveled way.
Guidance:
03 When paved shoulders having a width of 8 feet or more are closed on freeways and expressways, road
users should be warned about potential disabled vehicles that cannot get off the traveled way. An initial
general warning sign, such as ROAD WORK AHEAD (W20-1), should be used, followed by a RIGHT or LEFT
SHOULDER CLOSED (W21-5a) sign. Where the downstream end of the shoulder closure extends beyond the
distance that can be perceived by road users, a supplementary plaque bearing the message NEXT XX FEET
(W16-4P) or MILES (W7-3aP) should be placed below the SHOULDER CLOSED (W21-5a) sign. On multi-lane,
divided highways, signs advising of shoulder work or the condition of the shoulder should be placed only on the
side of the affected shoulder.
04 When an improved shoulder is closed on a high-speed roadway, it should be treated as a closure of a portion
of the road system because road users expect to be able to use it in emergencies. Road users should be given
ample advance warning that shoulders are closed for use as refuge areas throughout a specified length of the
approaching TTC zone. The sign(s) should read SHOULDER CLOSED (W21-5a) with distances indicated. The
work space on the shoulder should be closed off by a taper or channelizing devices with a length of ¹⁄3 L using the
formulas in Tables 6B-3 and 6B-4.
05 When the shoulder is not occupied but work has adversely affected its condition, the LOW SHOULDER
(W8-9) or SOFT SHOULDER (W8-4) sign should be used, as appropriate.
06 Where the condition extends over a distance in excess of 1 mile, the sign should be repeated at 1-mile intervals.
Option:
07 In addition, a supplementary plaque bearing the message NEXT XX MILES (W7-3aP) may be used.
Support:
08 Temporary traffic barriers might be needed to inhibit encroachment of errant vehicles into the work space and
to protect workers.
Standard:
09 When used for shoulder work, arrow boards shall operate only in the caution mode.
Support:
10 A typical application for stationary work operations on shoulders is shown in Figure 6P-3. A typical
application for short-duration or mobile work on shoulders is shown in Figure 6P-4. A typical application for
work on freeway shoulders is shown in Figure 6P-5.

December 2023 Sect. 6N.05 to 6N.06

 Page 846 MUTCD 11th Edition

Section 6N.07 Work on the Shoulder with Minor Encroachment

Support:
01 Chapter 6C and Sections 6M.04 and 6N.04 contain additional information regarding the steps to follow when
pedestrian or bicycle facilities are affected by the worksite.
Guidance:
02 When work takes up part of a lane, vehicular traffic volumes, vehicle mix (buses, trucks, cars, and bicycles),
speed, and capacity should be analyzed to determine whether the affected lane should be closed. Unless the lane
encroachment permits a remaining lane width of 10 feet, the lane should be closed.
03 Truck off-tracking should be considered when determining whether the minimum lane width of 10 feet
is adequate.
Option:
04 A lane width of 9 feet may be used for short-term stationary work on low-volume, low-speed roadways when
vehicular traffic does not include longer and wider heavy commercial vehicles.
Support:
05 Figure 6P-6 illustrates a method for handling vehicular traffic where the stationary or short-duration work
space encroaches slightly into the traveled way.
Section 6N.08 Work within the Median
Support:
01 Chapter 6C and Sections 6M.04 and 6N.04 contain additional information regarding the steps to follow when
pedestrian or bicycle facilities are affected by the worksite.
Guidance:
02 If work in the median of a divided highway is within 15 feet from the edge of the traveled way for either
direction of travel, TTC should be used through the use of advance warning signs and channelizing devices.
Section 6N.09 Work within the Traveled Way of a Two-Lane Highway
Support:
01 Chapter 6C and Sections 6M.04 and 6N.04 contain additional information regarding the steps to follow when
pedestrian or bicycle facilities are affected by the worksite.
02 Detour signs are used to direct road users onto another roadway. At diversions, road users are directed onto a
temporary roadway or alignment placed within or adjacent to the right-of-way. Typical applications for detouring
or diverting road users on two-lane highways are shown in Figures 6P-7, 6P-8, and 6P-9. Figure 6P-7 illustrates
the controls around an area where a section of roadway has been closed and a diversion has been constructed.
Channelizing devices and pavement markings are used to indicate the transition to the temporary roadway.
Guidance:
03 When a detour is long, Detour (M4-8, M4-9) signs should be installed to remind and reassure road users
periodically that they are still successfully following the detour.
04 When an entire roadway is closed, as illustrated in Figure 6P-8, a detour should be provided and road users
should be warned in advance of the closure, which in this example is a closure 10 miles from the intersection.
If local road users are allowed to use the roadway up to the closure, the ROAD CLOSED AHEAD, LOCAL
TRAFFIC ONLY (R11-3a) sign should be used. The portion of the road open to local road users should have
adequate signing, marking, and delineation.
05 Detours should be signed so that road users will be able to traverse the entire detour route and back to the
original roadway as shown in Figure 6P-9.
Support:
06 Techniques for controlling vehicular traffic under one-lane, two-way conditions are described in Section 6E.01.
Option:
07 Flaggers may be used as shown in Figure 6P-10.
08 STOP/YIELD sign control may be used on roads with low traffic volumes as shown in Figure 6P-11.
09 A temporary traffic control signal may be used as shown in Figure 6P-12.

Sect. 6N.07 to 6N.09 December 2023

 MUTCD 11th Edition Page 847

Section 6N.10 Work within the Traveled Way of an Urban Street

Support:
01 Chapter 6C and Sections 6M.04 and 6N.04 contain additional information regarding the steps to follow when
pedestrian or bicycle facilities are affected by the worksite.
02 In urban TTC zones, decisions are needed on how to control vehicular traffic, such as how many lanes
are required, whether any turns need to be prohibited at intersections, and how to maintain access to business,
industrial, and residential areas.
03 Pedestrian traffic needs separate attention. Chapter 6C contains information regarding pedestrian movements
near TTC zones.
Standard:
04 If the TTC zone affects the movement of bicyclists, adequate access to the roadway or shared-use paths
shall be provided (see Part 9).
05 Where transit stops are affected or relocated because of work activity, both pedestrian and vehicular
access to the affected or relocated transit stops shall be provided.
Guidance:
06 If a designated bicycle route is closed because of the work being done, a signed alternate route should be
provided. Bicyclists should not be directed onto the path used by pedestrians.
07 Worksites within the intersection should be protected against inadvertent pedestrian incursion by providing
detectable channelizing devices.
Support:
08 Utility work takes place both within and outside the roadway to construct and maintain services such as power,
gas, light, water, or telecommunications. Operations often involve intersections, since that is where many of the
network junctions occur. The work force is usually small, only a few vehicles are involved, and the number and
types of TTC devices placed in the TTC zone is usually minimal.
Guidance:
09 As discussed under short-duration projects, however, the reduced number of devices in utility TTC zones
should be offset by the use of high-visibility devices, such as high-intensity rotating, flashing, oscillating, or strobe
lights on work vehicles or high-level warning devices.
Support:
10 Figures 6P-6, 6P-10, 6P-15, 6P-18, 6P-21, 6P-22, 6P-23, 6P-26, and 6P-33 are examples of typical applications
for utility operations. Other typical applications might apply as well.
Section 6N.11 Work within the Traveled Way of a Multi-Lane, Non-Access Controlled Highway
Support:
01 Chapter 6C and Sections 6M.04 and 6N.04 contain additional information regarding the steps to follow
when pedestrian or bicycle facilities are affected by the worksite.
02 Work on multi-lane (two or more lanes of moving motor vehicle traffic in one direction) highways is
divided into right-lane closures, left-lane closures, interior-lane closures, multiple-lane closures, and closures
on five-lane roadways.
Standard:
03 When a lane is closed on a multi-lane road for other than a mobile operation, a transition area
containing a merging taper shall be used.
Guidance:
04 When justified by an engineering study, temporary traffic barriers (see Section 6K.09) should be used
to prevent incursions of errant vehicles into hazardous areas or work space.
Support:
05 Figure 6P-34 illustrates a lane closure in which temporary traffic barriers are used.
Option:
06 When the right-hand lane is closed, TTC similar to that shown in Figure 6P-33 may be used for undivided
or divided four-lane roads.

December 2023 Sect. 6N.10 to 6N.11

 Page 848 MUTCD 11th Edition

Guidance:
07 If morning and evening peak hour vehicular traffic volumes in the two directions are uneven and the greater
volume is on the side where the work is being done in the right-hand lane, consideration should be given to
closing the inside lane for opposing vehicular traffic and making the lane available to the side with heavier
vehicular traffic, as shown in Figure 6P-31.
08 If the larger vehicular traffic volume changes to the opposite direction at a different time of the day, the TTC
should be changed to allow two lanes for opposing vehicular traffic by moving the devices from the opposing lane
to the center line. When it is necessary to create a temporary center line that is not consistent with the pavement
markings, channelizing devices should be used and closely spaced.
Option:
09 When closing a left-hand lane on a multi-lane undivided road, as vehicular traffic flow permits, the two interior
lanes may be closed, as shown in Figure 6P-30, to provide drivers and workers additional lateral clearance and to
provide access to the work space.
Standard:
10 When only the left-hand lane is closed on undivided roads, channelizing devices shall be placed along
the center line as well as along the adjacent lane.
Guidance:
11 When an interior lane is closed, an adjacent lane should also be considered for closure to provide additional
space for vehicles and materials and to facilitate the movement of equipment within the work space.
12 When multiple lanes in one direction are closed, a capacity analysis should be made to determine the number
of lanes needed to accommodate motor vehicle traffic needs. Vehicular traffic should be moved over one lane at
a time. As shown in Figure 6P-37, the tapers should be separated by a distance of 2L, with L being determined by
the formulas in Tables 6B-3 and 6B-4.
Option:
13 If operating speeds are 40 mph or less and the space approaching the work area does not permit moving traffic
over one lane at a time, a single continuous taper may be used.
Standard:
14 When a directional roadway is closed, inapplicable WRONG WAY signs and markings, and other
existing traffic control devices at intersections within the temporary two-lane, two-way operations section
shall be covered, removed, or obliterated.
Option:
15 When half the road is closed on an undivided highway, both directions of vehicular traffic may be
accommodated as shown in Figure 6P-32. When both interior lanes are closed, temporary traffic controls may be
used as provided in Figure 6P-30. When a roadway must be closed on a divided highway, a median crossover may
be used (see Section 6N.15).
Support:
16 TTC for lane closures on five-lane roads is similar to other multi-lane undivided roads. Figure 6P-32 can be
adapted for use on five-lane roads. Figure 6P-35 can be used on a five-lane road for short-duration and mobile
operations.
Section 6N.12 Work within the Traveled Way at an Intersection
Support:
01 Chapter 6C and Sections 6M.04 and 6N.04 contain additional information regarding the steps to follow when
pedestrian or bicycle facilities are affected by the worksite.
02 The typical applications for intersections are classified according to the location of the work space with respect
to the intersection area (as defined by the extension of the curb or edge lines). The three classifications are near
side, far side, and in-the-intersection. Work spaces often extend into more than one portion of the intersection.
For example, work in one quadrant often creates a near-side work space on one street and a far-side work space
on the cross street. In such instances, an appropriate TTC plan is obtained by combining features shown in two or
more of the intersection and pedestrian typical applications.
03 TTC zones in the vicinity of intersections might block movements and interfere with normal road user flows.
Such conflicts frequently occur at more complex signalized intersections having such features as traffic signal
heads over particular lanes, lanes allocated to specific movements, multiple signal phases, signal detectors for
actuated control, and accessible pedestrian signals and detectors.

Sect. 6N.11 to 6N.12 December 2023

 MUTCD 11th Edition Page 849

Guidance:
04 The effect of the work upon signal operation should be considered, and temporary corrective actions should
be taken, if necessary, such as revising signal phasing and/or timing to provide adequate capacity, maintaining
or adjusting signal detectors, and relocating signal heads to provide adequate visibility as described in Part 4.
Standard:
05 When work will occur near an intersection where operational, capacity, or pedestrian accessibility
problems are anticipated, the highway agency having jurisdiction shall be contacted.
Guidance:
06 For work at an intersection, advance warning signs, devices, and markings should be used on all cross
streets, as appropriate. The typical applications depict urban intersections on arterial streets. Where the posted
speed limit, the off-peak 85th-percentile speed prior to the work starting, or the anticipated speed exceeds 40
mph, additional warning signs should be used in the advance warning area.
07 Pedestrian crossings near TTC sites should be separated from the worksite by appropriate barriers that
maintain the accessibility and detectability for pedestrians with disabilities.
Support:
08 Near-side work spaces, as depicted in Figure 6P-21, are simply handled as a midblock lane closure. A problem
that might occur with near-side lane closure is a reduction in capacity, which during certain hours of operation
could result in congestion and back-ups.
Option:
09 When near-side work spaces are used, a mandatory turn lane may be used for through vehicular traffic.
10 Where space is restricted in advance of near-side work spaces, as with short block spacings, two warning signs
may be used in the advance warning area, and a third action-type warning or a regulatory sign (such as Keep Left)
may be placed within the transition area.
Support:
11 Far-side work spaces, as depicted in Figures 6P-22 through 6P-25, involve additional treatment because road
users typically enter the activity area by straight-through and left-turn or right-turn movements.
Guidance:
12 When a lane through an intersection must be closed on the far side, it should also be closed on the near-side
approach to preclude merging movements within the intersection.
Option:
13 If there are a significant number of vehicles turning from a near-side lane that is closed on the far side,
the near-side lane may be converted to a mandatory turn lane.
Support:
14 Figures 6P-26 and 6P-27 provide guidance on applicable procedures for work performed within
the intersection.
Option:
15 If the work is within the intersection, any of the following strategies may be used:
A. A small work space so that road users can move around it, as shown in Figure 6P-26;
B. Flaggers or uniformed law enforcement officers to direct road users, as shown in Figure 6P-27;
C. Work in stages so the work space is kept to a minimum; and
D. Road closures or upstream diversions to reduce road user volumes.
Guidance:
16 Depending on road user conditions, a flagger(s) and/or a uniformed law enforcement officer(s) should
be used to control road users.
Support:
17 Figures 6P-52 through 6P-54 provide guidance on applicable procedures for work performed within a
circular intersection.

December 2023 Sect. 6N.12

 Page 850 MUTCD 11th Edition

Section 6N.13 Work within the Traveled Way of a Freeway or Expressway

Support:
01 Special conditions encountered where vehicular traffic must be moved through or around TTC zones on high-
speed, high-volume roadways can pose challenges to the TTC. Although the general principles outlined in other
Sections of this Manual are applicable to all types of highways, high-speed, access-controlled highways need
special planning and attention in order to accommodate vehicular traffic while also protecting road users and
workers. The traffic volumes, vehicle mix (buses, trucks, cars, and bicycles, if permitted), and speed of vehicles
on these facilities require that careful TTC procedures be implemented, for example, to induce critical merging
maneuvers well in advance of work spaces and in a manner that creates minimum turbulence and delay in the
vehicular traffic stream.
02 When the roadway capacity is reduced as a result of lane closures, the demand might exceed the available
capacity and result in either a lengthy stopped or slow moving queue of vehicles that might extend past the normal
signs used in the typical advance warning area.
Guidance:
03 An assessment of the expected queue length should be a part of the TTC plan design process and adjustments
to the sign spacing and number of signs as well as the possibility of using more conspicuous devices should be
considered to increase the distance and conspicuity of the advance warning area.
Support:
04 One strategy often employed to mitigate the extended queue issue is to work during off peak hours or at
night. When the work is limited to night hours, increased use of warning lights, illumination of work spaces, and
intelligent advance warning systems might be necessary.
05 TTC for a typical lane closure where a queue is not anticipated to accumulate on a divided highway is shown
in Figures 6P-33 and 6P-34. Temporary traffic controls for short-duration and mobile operations on freeways are
shown in Figure 6P-35. A typical application for shifting vehicular traffic lanes around a work space is shown in
Figure 6P-36. TTC for multiple and interior lane closures on a freeway is shown in Figures 6P-37 and 6P-38.
Guidance:
06 The method for closing an interior lane when the open lanes have the capacity to carry vehicular traffic
should be as shown in Figure 6P-37. When the capacity of the other lanes is needed, the method shown in Figure
6P-38 should be used.
Section 6N.14 Two-Lane, Two-Way Traffic on One Roadway of a Normally-Divided Highway
Support:
01 Two-lane, two-way operation on one roadway of a normally-divided highway is a typical procedure that
requires special consideration in the planning, design, and work phases, because unique operational problems
(for example, increasing the risk of head-on crashes) can arise with the two-lane, two-way operation.
Standard:
02 When two-lane, two-way traffic control must be maintained on one roadway of a normally-divided
highway, opposing vehicular traffic shall be separated with either temporary traffic barriers (concrete
safety-shape or approved alternate), channelizing devices, Narrow Two-Way Traffic (W6-4) signs on flexible
supports (see Section 6H.17), or a temporary raised island throughout the length of the two-way operation.
The use of markings and complementary signing, by themselves, shall not be used.
Support:
03 Figure 6P-39 shows the procedure for two-lane, two-way operation. Treatments for entrance and exit ramps
within the two-way roadway segment of this type of work are shown in Figures 6P-40 and 6P-41.
Section 6N.15 Crossovers
Guidance:
01 The following are considered good guiding principles for the design of crossovers:
A. Tapers for lane drops should be separated from the crossovers, as shown in Figure 6P-39.
B. Crossovers should be designed for speeds no lower than 10 mph below the posted speed, the off-peak
85th-percentile speed prior to the work starting, or the anticipated operating speed of the roadway, unless
unusual site conditions require that a lower design speed be used.
C. A good array of channelizing devices, delineators, and full-length, properly placed pavement markings
should be used to provide drivers with a clearly defined travel path.
D. The design of the crossover should accommodate all vehicular traffic, including trucks and buses.

Sect. 6N.13 to 6N.15 December 2023

 MUTCD 11th Edition Page 851

Support:
02 Temporary traffic barriers and the excessive use of TTC devices cannot compensate for poor geometric and
roadway cross-section design of crossovers.
Section 6N.16 Interchanges
Guidance:
01 Access to interchange ramps on limited-access highways should be maintained even if the work space is in
the lane adjacent to the ramps. Access to exit ramps should be clearly marked and delineated with channelizing
devices. For long-term projects, conflicting pavement markings should be removed and new ones placed. Early
coordination with officials having jurisdiction over the affected cross streets and providing emergency services
should occur before ramp closings.
Option:
02 If access is not possible, ramps may be closed by using signs and Type 3 Barricades. As the work space
changes, the access area may be changed, as shown in Figure 6P-42. A TTC zone in the exit ramp may be handled
as shown in Figure 6P-43.
03 When a work space interferes with an entrance ramp, a lane may need to be closed on the freeway (see Figure
6P-44). A TTC zone in the entrance ramp may require shifting ramp vehicular traffic (see Figure 6P-44).
Section 6N.17 Work in the Vicinity of a Grade Crossing
Standard:
01 When grade crossings exist either within or in the vicinity of a TTC zone, lane restrictions, flagging, or
other operations shall not create conditions where vehicles can be queued across the tracks. If the queuing
of vehicles across the tracks cannot be avoided, a uniformed law enforcement officer or flagger shall be
provided at the crossing to prevent vehicles from stopping on the tracks, even if automatic warning devices
are in place.
Support:
02 Figure 6P-46 shows work in the vicinity of a grade crossing.
03 Section 8A.13 contains additional information regarding TTC zones in the vicinity of grade crossings.
Guidance:
04 Early coordination with the railroad company or transit agency should occur before work starts.
Section 6N.18 Work during Nighttime Hours
Support:
01 Section 6A.05 contains additional information regarding considerations for conducting work operations during
nighttime hours.
Guidance:
02 Considering the safety issues inherent to night work, consideration should be given to enhancing traffic
controls (see Section 6N.03) to provide added visibility and driver guidance, and increased protection
for workers.
03 In addition to the enhancements listed in Section 6N.03, consideration should be given to providing
additional lights and retroreflective markings to workers, work vehicles, and equipment.
Option:
04 Where reduced traffic volumes at night make it feasible, the entire roadway may be closed by detouring traffic
to alternate facilities, thus removing the traffic risk from the activity area.
Guidance:
05 Consideration should be given to stationing uniformed law enforcement officers and lighted patrol cars at
night work locations where there is a concern that high speeds or impaired drivers might result in undue risks for
workers or other drivers.
Standard:
06 Except in emergencies, temporary lighting shall be provided at all flagger stations used during
nighttime work.

December 2023 Sect. 6N.15 to 6N.18

 Page 852 MUTCD 11th Edition

Support:
07 Desired illumination levels vary depending upon the nature of the task involved. An average horizontal
luminance of 5 foot candles can be adequate for general activities. An average horizontal luminance of 10 foot
candles can be adequate for activities around equipment. Tasks requiring high levels of precision and extreme care
can require an average horizontal luminance of 20 foot candles.
Section 6N.19 Late Merge
Support:
01 The Late Merge is designed to use all available lanes until the merge point is reached at the lane closure taper
rather than merging as soon as possible into the open lane. The Late Merge addresses many of the challenges that
are associated with traffic operations in advance of lane closures at TTC zones such as queue length, capacity, and
driver satisfaction.
Option:
02 Late Merge systems may consist of static or portable changeable message signs.
Guidance:
03 Static Late Merge signing should consist of the STAY IN LANE TO MERGE POINT (R9-4a) sign and the
MERGE HERE TAKE TURNS (W9-2a) sign (see Figure 6N-1).
Option:
04 The following messages may be used on changeable message signs at an upstream location during the Late
Merge application:
A. “STAY IN YOUR LANE/MERGE AHEAD”
B. “STAY IN YOUR LANE/MERGE AHEAD XX MILES”
C. “USE BOTH LANES/TO MERGE POINT”
D. “USE BOTH LANES/STOPPED TRAFFIC AHEAD”
E. “SLOW TRAFFIC AHEAD/USE BOTH LANES”
05 The following messages are typically used on changeable message signs at the merge point during the Late
Merge application:
A. “TAKE YOUR TURN/MERGE HERE”
B. “MERGE HERE/TAKE TURNS”

Sect. 6N.18 to 6N.19 December 2023

 MUTCD 11th Edition Page 853

Figure 6N-1. Late Merge

Legend
Direction of travel
Channelizing device
Sign (shown facing down)
Arrow board
support or trailer
(shown facing down)

G20-2
500 ft (optional)

Note: See Table 6B-1 for the meanings of

the letter codes used in this figure.

W9-2a

W4-2

W20-5

W20-1

R9-4a

Late Merge Signing

December 2023 Sect. 6N.19

 Page 854 MUTCD 11th Edition

CHAPTER 6O. CONTROL OF TRAFFIC THROUGH TRAFFIC INCIDENT

MANAGEMENT AREAS
Section 6O.01 General
Support:
01 The National Incident Management System (NIMS) requires the use of the Incident Command System (ICS)
at traffic incident management scenes.
02 A traffic incident is an emergency road user occurrence, a natural disaster, or other unplanned event that
affects or impedes the normal flow of traffic.
03 A traffic incident management area is an area of a highway where temporary traffic controls are installed,
as authorized by a public authority or the official having jurisdiction of the roadway, in response to a road user
incident, natural disaster, hazardous material spill, or other unplanned incident. It is a type of TTC zone and
extends from the first warning device (such as a sign, light, or cone) to the last TTC device or to a point where
vehicles return to the original lane alignment and are clear of the incident.
04 Traffic incidents can be divided into three general classes of duration, each of which has unique traffic control
characteristics and needs. These classes are:
A. Major—expected duration of more than 2 hours,
B. Intermediate—expected duration of 30 minutes to 2 hours, and
C. Minor—expected duration under 30 minutes.
05 The primary functions of TTC at a traffic incident management area are to inform road users of the incident
and to provide guidance information on the path to follow through the incident area. Alerting road users and
establishing a well-defined path to guide road users through the incident area will serve to protect the incident
responders and those involved in working at the incident scene and will aid in moving road users expeditiously
past or around the traffic incident, will reduce the likelihood of secondary traffic crashes, and will preclude
unnecessary use of the surrounding local road system. Examples include a stalled vehicle blocking a lane, a traffic
crash blocking the traveled way, a hazardous material spill along a highway, and natural disasters such as floods
and severe storm damage.
Guidance:
06 In order to reduce response time for traffic incidents, highway agencies, appropriate public safety agencies
(law enforcement, fire and rescue, emergency communications, emergency medical, and other emergency
management), and private sector responders (towing and recovery and hazardous materials contractors) should
mutually plan for occurrences of traffic incidents along the major and heavily traveled highway and street system.
07 On-scene responder organizations should train their personnel in TTC practices for accomplishing their
tasks in and near traffic and in the requirements for traffic incident management contained in this Manual.
On-scene responders should take measures to move the incident off the traveled roadway or to provide for
appropriate warning. All on-scene responders and news media personnel should constantly be aware of
their visibility to oncoming traffic and wear high-visibility apparel. Planning and training should include
incorporation of estimated time durations to clear the event as part of their initial incident estimate. When events
are deemed as probable Major Traffic Incidents that could generate prolonged lane or road closures, notification
of all affected agencies should be initiated as part of the initial incident report that is provided to the emergency
communications center who would then be responsible for making notifications to appropriate state, regional,
and local agencies and resources for the purpose of ramping up and responding as quickly as possible thus
facilitating a more rapid transition from emergency TTC to an MUTCD-compliant TTC zone when warranted.
08 Emergency vehicles arriving at an incident should be positioned in a manner that attempts to protect both the
responders performing their duties and road users traveling through the incident scene, while minimizing, to the
extent practical, disruption of the adjacent traffic flow. Emergency vehicle positions should optimize traffic flow
through the incident scene. All emergency vehicles that subsequently arrive should be positioned in a manner that
does not interfere with the established temporary traffic flow.
09 Responders arriving at a traffic incident should estimate the magnitude of the traffic incident, the expected
time duration of the traffic incident, and the expected vehicle queue length, and then should set up the
appropriate temporary traffic controls for these estimates.
Option:
10 Warning and guide signs used for TTC traffic incident management situations may have a black legend and
border on a fluorescent pink background (see Figure 6O-1).
Support:
11 While some traffic incidents might be anticipated and planned for, emergencies and disasters might pose more
severe and unpredictable problems. The ability to quickly install proper temporary traffic controls might greatly
reduce the effects of an incident, such as secondary crashes or excessive traffic delays. An essential part of fire,
rescue, spill clean-up, highway agency, and enforcement activities is the proper control of road users through the
Sect. 6O.01 December 2023
 MUTCD 11th Edition Page 855

Figure 6O-1. Examples of Traffic Incident Management Area Signs

W3-4 W4-2 W9-3 E5-2a

M4-8a M4-9 M4-10

traffic incident management area in order to protect responders, victims, and other personnel at the site. These
operations might need corroborating legislative authority for the implementation and enforcement of appropriate
road user regulations, parking controls, and speed zoning. It is desirable for these statutes to provide sufficient
flexibility in the authority for, and implementation of, TTC to respond to the needs of changing conditions found
in traffic incident management areas.
Option:
12 For traffic incidents, particularly those of an emergency nature, TTC devices on hand may be used for the
initial response as long as they do not themselves create unnecessary additional hazards.
Support:
13 The establishment, maintenance, and prompt removal of lane diversions can be effectively managed by
interagency planning that includes representatives of highway and public safety agencies.
Guidance:
14 All traffic control devices needed to set up the TTC at a traffic incident should be available so that they can
be readily deployed for all major traffic incidents. The TTC should include the proper traffic diversions, tapered
lane closures, and upstream warning devices to alert traffic approaching the queue and to encourage early
diversion to an appropriate alternative route.
15 Attention should be paid to the upstream end of the traffic queue such that warning is given to road users
approaching the back of the queue.
16 If manual traffic control is needed, it should be provided by qualified flaggers or uniformed law
enforcement officers.
Option:
17 If flaggers are used to provide traffic control for an incident management situation, the flaggers may use
appropriate traffic control devices that are readily available or that can be brought to the traffic incident scene on
short notice.
Guidance:
18 When light sticks or flares are used to establish the initial traffic control at incident scenes, channelizing
devices (see Section 6K.01) should be installed as soon thereafter as practical.
Option:
19 The light sticks or flares may remain in place if they are being used to supplement the channelizing devices.
Guidance:
20 The light sticks, flares, and channelizing devices should be removed after the incident is terminated.
Section 6O.02 Major Traffic Incidents
Support:
01 Major traffic incidents are typically traffic incidents involving hazardous materials, fatal traffic crashes
involving numerous vehicles, and other natural or man-made disasters. These traffic incidents typically involve
closing all or part of a roadway facility for a period exceeding 2 hours.
Guidance:
02 If the traffic incident is anticipated to last more than 24 hours, applicable procedures and devices set forth
in other Chapters of Part 6 should be used.

December 2023 Sect. 6O.01 to 6O.02

 Page 856 MUTCD 11th Edition

Support:
03 A road closure can be caused by a traffic incident such as a road user crash that blocks the traveled way. Road
users are usually diverted through lane shifts or detoured around the traffic incident and back to the original
roadway. A combination of traffic engineering and enforcement preparations is needed to determine the detour
route, and to install, maintain, or operate, and then to remove the necessary traffic control devices when the detour
is terminated. Large trucks are a significant concern in such a detour, especially when detouring them from a
controlled-access roadway onto local or arterial streets.
04 During traffic incidents, large trucks might need to follow a route separate from that of automobiles because
of bridge, weight, clearance, or geometric restrictions. Also, vehicles carrying hazardous material might need to
follow a different route from other vehicles.
05 Some traffic incidents such as hazardous material spills might require closure of an entire highway. Through
road users must have adequate guidance around the traffic incident. Maintaining good public relations is desirable.
The cooperation of the news media in publicizing the existence of, and reasons for, traffic incident management
areas and their TTC can be of great assistance in keeping road users and the general public well informed.
Section 6O.03 Intermediate Traffic Incidents
Support:
01 Intermediate traffic incidents typically affect travel lanes for a time period of 30 minutes to 2 hours, and usually
require traffic control on the scene to divert road users past the blockage. Full roadway closures might be needed for
short periods during traffic incident clearance to allow traffic incident responders to accomplish their tasks.
Section 6O.04 Minor Traffic Incidents
Support:
01 Minor traffic incidents are typically disabled vehicles and minor crashes that result in lane closures of less than
30 minutes. On-scene responders are typically law enforcement and towing companies, and occasionally highway
agency service patrol vehicles.
02 Diversion of traffic into other lanes is often not needed or is needed only briefly. It is not generally possible
or practical to set up a lane closure with traffic control devices for a minor traffic incident. Traffic control is the
responsibility of on-scene responders.
Guidance:
03 When a minor traffic incident blocks a travel lane, the vehicles involved in the incident should be moved from
the blocked lane to the shoulder as quickly as possible.
Section 6O.05 Use of Emergency-Vehicle Lighting
Support:
01 The use of emergency-vehicle lighting (such as high-intensity rotating, flashing, oscillating, or strobe lights) is
essential, especially in the initial stages of a traffic incident, for the safety of emergency responders and persons
involved in the traffic incident, as well as road users approaching the traffic incident. Emergency-vehicle lighting,
however, provides warning only and provides no effective traffic control. The use of too many lights at an incident
scene can be distracting and can create confusion for approaching road users, especially at night. Road users
approaching the traffic incident from the opposite direction on a divided facility are often distracted by emergency-
vehicle lighting and slow their vehicles to look at the traffic incident posing a hazard to themselves and others
traveling in their direction.
02 The use of emergency-vehicle lighting can be reduced if good traffic control has been established at a traffic
incident scene. This is especially true for major traffic incidents that might involve a number of emergency
vehicles. If good traffic control is established through placement of advance warning signs and traffic control
devices to divert or detour traffic, then public safety agencies can perform their tasks on scene with minimal
emergency-vehicle lighting.
Guidance:
03 Public safety agencies should examine their policies on the use of emergency-vehicle lighting, especially after
a traffic incident scene is secured, with the intent of reducing the use of this lighting as much as possible while
not endangering those at the scene. Special consideration should be given to reducing or extinguishing forward
facing emergency-vehicle lighting, especially on divided roadways, to reduce distractions to oncoming road users.
04 Because the glare from floodlights or vehicle headlights can impair the nighttime vision of approaching road
users, any floodlights or vehicle headlights that are not needed for illumination, or to provide notice to other road
users of an incident response vehicle being in an unexpected location, should be turned off at night.

Sect. 6O.02 to 6O.05 December 2023

 MUTCD 11th Edition Page 857

CHAPTER 6P. TYPICAL APPLICATIONS

Section 6P.01 Typical Applications
Support:
01 Chapter 6N contains discussions of typical TTC activities. Section 6A.02 contains discussions on development
of TTC plans for the various activities. This Chapter presents typical applications for a variety of situations
commonly encountered. While not every situation is addressed, the information illustrated can generally be
adapted to a broad range of conditions. In many instances, an appropriate TTC plan is achieved by combining
features from various typical applications. For example, work at an intersection might present a near-side TTC
zone for one street and a far-side TTC zone for the other street. These treatments are found in two different typical
applications, while a third typical application shows how to handle pedestrian crosswalk closures.
02 In general, the procedures illustrated represent minimum solutions for the situations depicted. Except for
the notes (which are clearly classified using headings as being Standard, Guidance, Option, or Support), the
information presented in the typical applications can generally be regarded as Guidance.
Option:
03 TTC plans may deviate from the typical applications described in this Chapter to allow for conditions and
requirements of a particular site or jurisdiction.
04 Other devices may be added to supplement the devices and device spacing may be adjusted to provide
additional reaction time or delineation. Fewer devices may be used based on field conditions.
Support:
05 Figures and tables found throughout Part 6 provide information for the development of TTC plans.
06 Table 6P-1 is an index of the 54 typical applications. In the printed version, the typical applications are shown
on the right-hand page with notes on the facing page to the left. In the electronic version, the notes are shown on
the page preceding the figure. The legend for the symbols used in the typical applications is provided in Table
6P-2. In many of the typical applications, sign spacings and other dimensions are indicated by letters using the
criteria provided in Table 6B-1. The formulas for determining taper lengths are provided in Table 6B-4.
07 Most of the typical applications show TTC devices for only one direction.

December 2023 Sect. 6P.01

 Page 858 MUTCD 11th Edition

Table 6P‑1. Index to Typical Applications (Sheet 1 of 2)

Typical Application Description Typical Application Number
Work Outside of the Shoulder (see Section 6N.05)
Work Beyond the Shoulder TA‑1
Blasting Zone TA‑2
Work on the Shoulder (see Sections 6N.06 and 6N.07)
Work on the Shoulders TA‑3
Short‑Duration or Mobile Operation on a Shoulder TA‑4
Shoulder Closure on a Freeway TA‑5
Shoulder Work with Minor Encroachment TA‑6
Work within the Traveled Way of a Two‑Lane Highway (see Section 6N.09)
Road Closed with a Diversion TA‑7
Roads Closed with an Off‑Site Detour TA‑8
Overlapping Routes with a Detour TA‑9
Lane Closure on a Two‑Lane Road Using Flaggers TA‑10
Lane Closure on a Two‑Lane Road with Low Traffic Volumes TA‑11
Lane Closure on a Two‑Lane Road Using Traffic Control Signals TA‑12
Temporary Road Closure TA‑13
Haul Road Crossing TA‑14
Work in the Center of a Road with Low Traffic Volumes TA‑15
Surveying Along the Center Line of a Road with Low Traffic Volumes TA‑16
Mobile Operations on a Two‑Lane Road TA‑17
Work within the Traveled Way of an Urban Street (see Section 6N.10)
Lane Closure on a Minor Street TA‑18
Detour for One Travel Direction TA‑19
Detour for a Closed Street TA‑20
Work within the Traveled Way at an Intersection and on Sidewalks (see Section 6N.12)
Lane Closure on the Near Side of an Intersection TA‑21
Right‑Hand Lane Closure on the Far Side of an Intersection TA‑22
Left‑Hand Lane Closure on the Far Side of an Intersection TA‑23
Half Road Closure on the Far Side of an Intersection TA‑24
Multiple Lane Closures at an Intersection TA‑25
Closure in the Center of an Intersection TA‑26
Closure at the Side of an Intersection TA‑27
Sidewalk Detour or Diversion TA‑28
Crosswalk Closures and Pedestrian Detours TA‑29
Work within the Traveled Way of a Multi‑Lane, Non‑Access Controlled Highway (see Section 6N.11)
Interior Lane Closure on a Multi‑Lane Street TA‑30
Lane Closure on a Street with Uneven Directional Volumes TA‑31
Half Road Closure on a Multi‑Lane, High‑Speed Highway TA‑32
Stationary Lane Closure on a Divided Highway TA‑33
Lane Closure with a Temporary Traffic Barrier TA‑34
Mobile Operation on a Multi‑Lane Road TA‑35

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 859

Table 6P‑1. Index to Typical Applications (Sheet 2 of 2)

Typical Application Description Typical Application Number
Work within the Traveled Way of a Freeway or Expressway (see Section 6N.13)
Lane Shift on a Freeway TA‑36
Double Lane Closure on a Freeway TA‑37
Interior Lane Closure on a Freeway TA‑38
Median Crossover on a Freeway TA‑39
Median Crossover for an Entrance Ramp TA‑40
Median Crossover for an Exit Ramp TA‑41
Work in the Vicinity of an Exit Ramp TA‑42
Partial Exit Ramp Closure TA‑43
Work in the Vicinity of an Entrance Ramp TA‑44
Temporary Reversible Lane Using Movable Barriers TA‑45
Work in the Vicinity of a Grade Crossing (see Section 6N.17)
Work in the Vicinity of a Grade Crossing TA‑46
Work in the Vicinity of Bicycle Lanes and Shared Use Paths (see Section 6N.04)
Bicycle Lane Closure without a Detour TA‑47
Bicycle Lane Closure with an On‑Road Detour TA‑48
Shared‑Use Path Closure with a Diversion TA‑49
On‑Road Detour for a Shared‑Use Path TA‑50
Paved Shoulder Closure with a Bicycle Diversion onto a Temporary Path TA‑51
Work in the Traveled Way of Roundabouts
Short‑Term or Short‑Duration Work in a Circular Intersection TA‑52
Flagging Operation on a Single‑Lane Circular Intersection TA‑53
Inside Lane Closure on a Multi‑Lane Circular Intersection TA‑54

Table 6P-2. Meaning of Symbols on Typical Application Diagrams

Arrow board Shadow vehicle

Arrow board support or trailer

Sign (shown facing left)
(shown facing down)

Changeable message sign or support trailer Surveyor

Channelizing device Temporary barrier

Crash cushion Temporary barrier with warning light

Direction of temporary traffic detour Traffic or pedestrian signal

Direction of travel
Truck-mounted attenuator
Flagger
Type 3 barricade
High-level warning device
(Flag tree) Warning light

Longitudinal channelizing device

Work space
Luminaire
Pavement markings that should be
Work vehicle
removed for a long-term project

December 2023 Sect. 6P.01

 Page 860 MUTCD 11th Edition

Notes for Figure 6P-1—Typical Application 1

Work Beyond the Shoulder
Guidance:
1. If the work space is in the median of a divided highway, an advance warning sign should also be placed
on the left-hand side of the directional roadway.
Option:
2. The ROAD WORK AHEAD sign may be replaced with other appropriate signs such as the SHOULDER
WORK sign. The SHOULDER WORK sign may be used for work adjacent to the shoulder.
3. The ROAD WORK AHEAD sign may be omitted where the work space is behind a barrier, more than
24 inches behind the curb, or 15 feet or more from the edge of any roadway.
4. For short-term, short-duration or mobile operation, all signs and channelizing devices may be eliminated
if a vehicle with activated high-intensity rotating, flashing, oscillating, or strobe lights is used.
5. Vehicle hazard warning signals may be used to supplement high-intensity rotating, flashing, oscillating,
or strobe lights.
Standard:
6. Vehicle hazard warning signals shall not be used instead of the vehicle’s high-intensity rotating,
flashing, oscillating, or strobe lights.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 861

Figure 6P-1. Work Beyond the Shoulder (TA-1)

W20-1

Note: See Table 6P-2 for the meanings of the symbols

used in this figure. See Table 6B-1 for the
meaning of the letter code used in this figure.

Typical Application 1

December 2023 Sect. 6P.01

 Page 862 MUTCD 11th Edition

Notes for Figure 6P-2—Typical Application 2

Blasting Zone
Standard:
1. Whenever blasting caps are used within 1,000 feet of a roadway, the signing shown shall be used.
2. The signs shall be covered or removed when there are no explosives in the area or the area is
otherwise secure.
3. Whenever a side road intersects the roadway between the BLASTING ZONE AHEAD sign and the
END BLASTING ZONE sign, or a side road is within 1,000 feet of any blasting cap, similar signing,
as on the mainline, shall be installed on the side road.
4. Prior to blasting, the blaster in charge shall determine whether road users in the blasting zone will
be endangered by the blasting operation. If there is danger, road users shall not be permitted to pass
through the blasting zone during blasting operations.
Guidance:
5. On a divided highway, the signs should be mounted on both sides of the directional roadways.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 863

Figure 6P-2. Blasting Zone (TA-2)

W22-1

300 to
500 ft

R22-2
W22-3

1,000 ft MIN.
W22-3

300 to
1,000 ft
500 ft

Blasting Blasting area

zone

R22-2
1,000 ft or less

W22-1
1,000 ft
MIN.
R22-2
W22-3
300 to
500 ft

W22-1

Note: = Blasting cap

See Table 6P-2 for the meanings of
the symbols used in this figure.

Typical Application 2

December 2023 Sect. 6P.01

 Page 864 MUTCD 11th Edition

Notes for Figure 6P-3—Typical Application 3

Work on the Shoulders
Guidance:
1. A SHOULDER WORK sign should be placed on the left-hand side of the roadway for a divided or one-
way street only if the left-hand shoulder is affected.
Option:
2. Positive protection devices may be used per Section 6M.02.
3. The Workers symbol signs may be used instead of SHOULDER WORK signs.
4. The SHOULDER WORK sign on an intersecting roadway may be omitted where drivers emerging from
that roadway will encounter another advance warning sign prior to this activity area.
5. For short-duration operations of 60 minutes or less, all signs and channelizing devices may be eliminated
if a vehicle with activated high-intensity rotating, flashing, oscillating, or strobe lights is used.
6. Vehicle hazard warning signals may be used to supplement high-intensity rotating, flashing, oscillating,
or strobe lights.
Standard:
7. Vehicle hazard warning signals shall not be used instead of the vehicle’s high-intensity rotating,
flashing, oscillating, or strobe lights.
8. When paved shoulders having a width of 8 feet or more are closed, at least one advance warning
sign shall be used. In addition, channelizing devices shall be used to close the shoulder in advance
to delineate the beginning of the work space and to direct vehicular traffic to remain within the
traveled way.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 865

Figure 6P-3. Work on the Shoulders (TA-3)

G20-1

G20-2
(optional)
Shoulder taper
W21-5 (see Note 8)
W21-5

1/3 L

W21-5

1/3 L

W21-5

Shoulder taper
(see Note 8)
Shoulder taper
(see Note 8)

1/3 L

A W21-5
G20-2
(optional)

Notes: See Table 6P-2 for the meanings of

the symbols used in this figure.
B
See Table 6B-1 for the meanings of
the letter codes used in this figure.
See Table 6B-4 for formulas for
calculating taper length (L).
G20-1
Typical Application 3

December 2023 Sect. 6P.01

 Page 866 MUTCD 11th Edition

Notes for Figure 6P-4—Typical Application 4

Short-Duration or Mobile Operation on a Shoulder
Guidance:
1. In those situations where multiple work locations within a limited distance make it practicable to place
stationary signs, the distance between the advance warning sign and the work should not exceed 5 miles.
2. In those situations where the distance between the advance signs and the work is 2 miles to 5 miles, a
Supplemental Distance plaque should be used with the ROAD WORK AHEAD sign.
Option:
3. Additional positive protection devices may be used per Section 6M.02.
4. The ROAD WORK NEXT XX MILES sign may be used instead of the ROAD WORK AHEAD sign if
the work locations occur over a distance of more than 2 miles.
5. Stationary warning signs may be omitted for short-duration or mobile operations if the work vehicle
displays high-intensity rotating, flashing, oscillating, or strobe lights.
6. Vehicle hazard warning signals may be used to supplement high-intensity rotating, flashing, oscillating,
or strobe lights.
Standard:
7. Vehicle hazard warning signals shall not be used instead of the vehicle’s high-intensity rotating,
flashing, oscillating, or strobe lights.
8. If an arrow board is used for an operation on the shoulder, the caution mode shall be used.
9. Vehicle-mounted signs shall be mounted in a manner such that they are not obscured by equipment
or supplies. Sign legends on vehicle-mounted signs shall be covered or turned from view when work
is not in progress.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 867

Figure 6P-4. Short-Duration or Mobile Operation on a Shoulder (TA-4)

Note: See Table 6P-2 for the meanings

of the symbols used in this figure.

Work vehicle

Shadow vehicle

(optional)

Truck-mounted attenuator
(optional)

W21-5

See Note 1

W20-1

W7-3aP

(optional)

Typical Application 4

December 2023 Sect. 6P.01

 Page 868 MUTCD 11th Edition

Notes for Figure 6P-5—Typical Application 5

Shoulder Closure on a Freeway
Guidance:
1. RIGHT (LEFT) SHOULDER CLOSED signs should be used on limited-access highways where there is
no opportunity for disabled vehicles to pull off the roadway.
2. If drivers cannot see a pull-off area beyond the closed shoulder, information regarding the length of the
shoulder closure should be provided in feet or miles, as appropriate.
3. The use of a temporary traffic barrier should be based on engineering judgment.
Standard:
4. Temporary traffic barriers, if used, shall comply with the provisions of Section 6M.02.
Option:
5. The barrier shown in this typical application is an example of one method that may be used to close a
shoulder of a long-term project.
6. The warning lights shown on the barrier may be used.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 869

Figure 6P-5. Shoulder Closure on a Freeway (TA-5)

Notes: See Table 6P-2 for the meanings of

the symbols used in this figure.
See Table 6B-1 for the meanings of
the letter codes used in this figure.
See Table 6B-4 for formulas for
calculating taper length (L).

Barrier and
lights (optional)

Crash cushion

1/3 L

W21-5aR

W7-3aP

W21-5aR

W16-2P

W20-1

Typical Application 5

December 2023 Sect. 6P.01

 Page 870 MUTCD 11th Edition

Notes for Figure 6P-6—Typical Application 6

Shoulder Work with Minor Encroachment
Guidance:
1. All lanes should be a minimum of 10 feet in width as measured to the near face of the channelizing devices.
2. The treatment shown should be used on a minor road having low speeds. For higher-speed traffic
conditions, a lane closure should be used.
Option:
3. Additional positive protection devices may be used per Section 6M.02.
4. For short-term use on low-volume, low-speed roadways with vehicular traffic that does not include longer
and wider heavy commercial vehicles, a minimum lane width of 9 feet may be used.
5. Where the opposite shoulder is suitable for carrying vehicular traffic and of adequate width, lanes may be
shifted by use of closely-spaced channelizing devices, provided that the minimum lane width of 10 feet is
maintained.
6. Additional advance warning may be appropriate, such as a ROAD NARROWS sign.
7. Temporary traffic barriers may be used along the work space.
8. The shadow vehicle may be omitted if a taper and channelizing devices are used.
9. A truck-mounted attenuator may be used on the shadow vehicle.
10. For short-duration work, the taper and channelizing devices may be omitted if a shadow vehicle with
activated high-intensity rotating, flashing, oscillating, or strobe lights is used.
11. Vehicle hazard warning signals may be used to supplement high-intensity rotating, flashing, oscillating, or
strobe lights.
Standard:
12. Vehicle-mounted signs shall be mounted in a manner such that they are not obscured by equipment
or supplies. Sign legends on vehicle-mounted signs shall be covered or turned from view when work
is not in progress.
13. Shadow and work vehicles shall display high-intensity rotating, flashing, oscillating, or strobe lights.
14. Vehicle hazard warning signals shall not be used instead of the vehicle’s high-intensity rotating,
flashing, oscillating, or strobe lights.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 871

Figure 6P-6. Shoulder Work with Minor Encroachment (TA-6)

G20-2
(optional)

W20-1

A
Notes: See Table 6P-2 for the meanings of
the symbols used in this figure.
See Table 6B-1 for the meanings of
the letter codes used in this figure.
See Table 6B-4 for formulas for
calculating taper length (L).

Work vehicle

Truck-mounted
attenuator
(optional)
10 ft
MIN. Buffer space
(optional)

1/3 L

G20-2
(optional)
W20-1

Typical Application 6

December 2023 Sect. 6P.01

 Page 872 MUTCD 11th Edition

Notes for Figure 6P-7—Typical Application 7

Road Closure with a Diversion
Support:
1. Signs and object markers are shown for one direction of travel only.
Standard:
2. Devices similar to those depicted shall be placed for the opposite direction of travel.
3. Pavement markings no longer applicable to the traffic pattern of the roadway shall be removed or
obliterated before any new traffic patterns are open to traffic.
4. Temporary traffic barriers and end treatments shall be crashworthy.
Guidance:
5. If the tangent distance along the temporary diversion is more than 600 feet, a Reverse Curve sign, left
first, should be used instead of the Double Reverse Curve sign, and a second Reverse Curve sign, right
first, should be placed in advance of the second reverse curve back to the original alignment.
6. When the tangent section of the diversion is more than 600 feet, and the diversion has sharp curves with
recommended speeds of 30 mph or less, Reverse Turn signs should be used.
7. Where the temporary pavement and old pavement are different colors, the temporary pavement should
start on the tangent of the existing pavement and end on the tangent of the existing pavement.
8. Delineators or channelizing devices should be used along the diversion.
Option:
9. Flashing warning lights and/or flags may be used to call attention to the warning signs.
10. On sharp curves, large arrow signs may be used in addition to other advance warning signs.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 873

Figure 6P-7. Road Closure with a Diversion (TA-7)

G20-2
500 ft (optional)

Temporary pavement
ends here

W1-6R
(optional)
W1-6L
(optional)
Crash cushion
(optional)

W1-6L

Crash cushion
(optional) Temporary white
edge line
Temporary double
yellow center line W24-1L
Temporary pavement
starts here

A W13-1P
(optional)

Notes: See Table 6P-2 for the meanings of

the symbols used in this figure. B
See Table 6B-1 for the meanings of W20-1
the letter codes used in this figure.

Typical Appiication 7 W20-1

December 2023 Sect. 6P.01

 Page 874 MUTCD 11th Edition

Notes for Figure 6P-8—Typical Application 8

Road Closure with an Off-Site Detour
Guidance:
1. Regulatory traffic control devices should be modified as needed for the duration of the detour.
Option:
2. If the road is opened for some distance beyond the intersection and/or there are significant origin/
destination points beyond the intersection, the ROAD CLOSED and DETOUR signs on Type 3 Barricades
may be located at the edge of the traveled way.
3. A Route Sign Directional assembly may be placed on the far left corner of the intersection to augment or
replace the one shown on the near right corner.
4. Flashing warning lights and/or flags may be used to call attention to the advance warning signs.
5. Cardinal direction plaques may be used with route signs.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 875

Figure 6P-8. Road Closure with an Off-Site Detour (TA-8)

500 ft
R11-2

500 ft
W20-3

W20-3
R11-3a
M4-8 M1-5

M3-4 M4-10L
200 ft

M4-8

1,000 ft M1-5

M4-8
Note: See Table 6P-2 for the meanings
of the symbols used in this figure. M6-1L
M1-5

500 ft
M5-1L

Typical Application 8 W20-2

December 2023 Sect. 6P.01

 Page 876 MUTCD 11th Edition

Notes for Figure 6P-9—Typical Application 9

Overlapping Routes with a Detour
Support:
1. TTC devices are shown for one direction of travel only.
Standard:
2. Devices similar to those depicted shall be placed for the opposite direction of travel.
Guidance:
3. STOP or YIELD signs displayed to side roads should be installed as needed along the temporary route.
Option:
4. Flashing warning lights and/or flags may be used to call attention to the advance warning signs.
5. Flashing warning lights may be used on the Type 3 Barricades.
6. Cardinal direction plaques may be used with route signs.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 877

Figure 6P-9. Overlapping Routes with a Detour (TA-9)

State Route 4 M4-8a

M4-8

M4-10R

R11-2

M4-8

M4-8 M4-8
M4-8

R11-2
M4-8 State Route 17

Note:
All route sign assemblies Type 3 Barricade
illustrated on this figure that
do not include a DETOUR
auxiliary sign above it are
existing permanent route
sign assemblies.

R11-3a
M4-8 (modified)

M4-8
M4-8 M4-8
M4-8

M4-8

M4-8

W20-2
M4-8 M4-8
M4-8a
Notes: See Table 6P-2 for the meanings of State Routes
the symbols used in this figure. 4 and 17
See Figures 2D-4 through 2D-6 for
the sign codes for the route signs and
the directional and arrow auxiliary Typical Application 9
signs associated with them.

December 2023 Sect. 6P.01

 Page 878 MUTCD 11th Edition

Notes for Figure 6P-10—Typical Application 10

Lane Closure on a Two-Lane Road Using Flaggers
Option:
1. Positive protection devices may be used per Section 6M.02.
2. For low-volume situations with short TTC zones on straight roadways where the flagger is visible to road
users approaching from both directions, a single flagger, positioned to be visible to road users approaching
from both directions, may be used (see Chapter 6D).
3. The ROAD WORK AHEAD and the END ROAD WORK signs may be omitted for short-duration
operations.
4. Flashing warning lights and/or flags may be used to call attention to the advance warning signs. A BE
PREPARED TO STOP sign may be added to the sign series.
5. Automated Flagger Assistance Devices (see Section 6L.02) may be used in situations where there is only
one lane of approaching traffic in the direction to be controlled.
Guidance:
6. The buffer space should be extended so that the two-way traffic taper is placed before a horizontal
(or crest vertical) curve to provide adequate sight distance for the flagger and a queue of stopped vehicles.
Standard:
7. At night, flagger stations shall be illuminated, except in emergencies.
Guidance:
8. When used, the BE PREPARED TO STOP sign should be located between the Flagger sign and the
ONE LANE ROAD sign.
9. When a grade crossing exists within or upstream of the transition area and it is anticipated that queues
resulting from the lane closure might extend through the grade crossing, the TTC zone should be extended
so that the transition area precedes the grade crossing.
10. When a grade crossing equipped with active warning devices exists within the activity area, provisions
should be made for keeping flaggers informed as to the activation status of these warning devices.
11. When a grade crossing exists within the activity area, drivers operating on the left-hand side of the
normal center line should be provided with comparable warning devices as for drivers operating on the
right-hand side of the normal center line.
12. Early coordination with the railroad company or transit agency should occur before work starts.
Option:
13. A flagger or a uniformed law enforcement officer may be used at the grade crossing to minimize the
probability that vehicles are stopped within 15 feet of the grade crossing, measured from both sides of the
outside rails.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 879

Figure 6P-10. Lane Closure on a Two-Lane Road Using Flaggers (TA-10)

W20-1

W20-4
Notes: See Table 6P-2 for the meanings of C
the symbols used in this figure.
See Table 6B-1 for the meanings of
the letter codes used in this figure. B

W16-2P
W20-7 (optional)

G20-2
(optional)

50 to 100 ft

50 to 100 ft
W20-7

G20-2 W16-2P
(optional)

C W20-4

W20-1

Typical Application 10

December 2023 Sect. 6P.01

 Page 880 MUTCD 11th Edition

Notes for Figure 6P-11—Typical Application 11

Lane Closure on a Two-Lane Road with Low Traffic Volumes
Option:
1. Positive protection devices may be used per Section 6M.02.
2. This TTC zone application may be used as an alternate to the TTC application shown in Figure 6P-10
(using flaggers) when the following conditions exist:
a. Vehicular traffic volume is such that sufficient gaps exist for vehicular traffic that must yield.
b. Road users from both directions are able to see approaching vehicular traffic through and beyond the
worksite and have sufficient visibility of approaching vehicles.
3. The Type B flashing warning lights may be placed on the ROAD WORK AHEAD and the ONE LANE
ROAD AHEAD signs whenever a night lane closure is necessary.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 881

Figure 6P-11. Lane Closure on a Two-Lane Road

with Low Traffic Volumes (TA-11)

W20-1

C G20-2
(optional) (optional)

W13-1P

(optional) B

W20-4
50 to 100 ft

(optional)
Buffer space (optional)

W1-4R
Buffer space (optional)

50 to 100 ft
Notes: See Table 6P-2 for the meanings of R1-2
the symbols used in this figure.
15 ft
See Table 6B-1 for the meanings of
the letter codes used in this figure.
R1-2aP
A

(optional)
(see Section 3B.19)

B (optional)
W3-2

W20-4

C
W13-1P
(optional)
G20-2
(optional)
(optional)

W20-1

Typical Application 11

December 2023 Sect. 6P.01

 Page 882 MUTCD 11th Edition

Notes for Figure 6P-12—Typical Application 12

Lane Closure on a Two-Lane Road Using Temporary Traffic Control Signals
Standard:
1. Temporary traffic control signals shall be installed and operated in accordance with the provisions
of Part 4. Temporary traffic control signals shall meet the physical display and operational
requirements of conventional traffic control signals.
2. Temporary traffic control signal timing shall be established by authorized officials. Durations of red
clearance intervals shall be adequate to clear the one-lane section of conflicting vehicles.
3. When the temporary traffic control signal is changed to the flashing mode, either manually or
automatically, red signal indications shall be flashed to both approaches.
4. Stop lines shall be installed with temporary traffic control signals for long-term closures. Existing
conflicting pavement markings and raised pavement marker reflectors between the activity area
and each stop line shall be removed. After the temporary traffic control signal is removed, the stop
lines and other temporary pavement markings shall be removed and the permanent pavement
markings restored.
5. Safeguards shall be incorporated to avoid the possibility of conflicting signal indications at each end
of the TTC zone.
Guidance:
6. Where no-passing lines are not already in place, they should be added.
7. Adjustments in the location of the advance warning signs should be made as needed to accommodate the
horizontal or vertical alignment of the roadway, recognizing that the distances shown for sign spacings
are minimums. Adjustments in the height of the signal heads should be made as needed to conform to the
vertical alignment.
Option:
8. Positive protection devices may be used per Section 6M.02.
9. Flashing warning lights shown on the ROAD WORK AHEAD and the ONE LANE ROAD AHEAD
signs may be used.
10. Removable pavement markings may be used.
Support:
11. Temporary traffic control signals are preferable to flaggers for long-term projects and other activities that
would require flagging at night.
12. The maximum length of activity area for one-way operation under temporary traffic control signal control
is determined by the capacity required to handle the peak demand.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 883

Figure 6P-12. Lane Closure on a Two-Lane Road Using

Temporary Traffic Control Signals (TA-12)

W20-1

W13-1P
(optional)
C
(optional)

W20-4 G20-2
(optional)
B 500 to
(optional) 600 ft Temporary
markings
A

40 to 180 ft
W3-3

50 to 100 ft
R10-6

Lighting
(optional)

Lighting
(optional) 50 to 100 ft

40 to 180 ft
Temporary
markings

500 to
600 ft A
R10-6 W3-3

G20-2
(optional)
B (optional)

Notes: See Table 6P-2 for the meanings of W20-4

the symbols used in this figure.
(optional)
See Table 6B-1 for the meanings of C
the letter codes used in this figure.
W13-1P
(optional)

Typical Application 12
W20-1

December 2023 Sect. 6P.01

 Page 884 MUTCD 11th Edition

Notes for Figure 6P-13—Typical Application 13

Temporary Road Closure
Support:
1. Conditions represented are a planned closure not exceeding 20 minutes during the daytime.
Standard:
2. A flagger or uniformed law enforcement officer shall be used for this application. The flagger, if
used for this application, shall follow the procedures provided in Sections 6D.05 and 6D.06.
Guidance:
3. The uniformed law enforcement officer, if used for this application, should follow the procedures provided
in Sections 6D.05 and 6D.06.
Option:
4. A BE PREPARED TO STOP sign may be added to the sign series.
5. Positive protection devices may be used per Section 6M.02.
6. Automated Flagger Assistance Devices (see Section 6L.02) may be used in situations where there is only
one lane of approaching traffic in the direction to be controlled.
Guidance:
7. When used, the BE PREPARED TO STOP sign should be located before the Flagger symbol sign.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 885

Figure 6P-13. Temporary Road Closure (TA-13)

W20-1
C

W3-4 B
(optional)
Notes: See Table 6P-2 for the meanings of
the symbols used in this figure.
See Table 6B-1 for the meanings of
the letter codes used in this figure.
A
W20-7

Buffer
space
(optional)

Buffer
space
(optional)

W20-7

W3-4
(optional)
C

Typical Application 13 W20-1

December 2023 Sect. 6P.01

 Page 886 MUTCD 11th Edition

Notes for Figure 6P-14—Typical Application 14

Haul Road Crossing
Guidance:
1. Floodlights should be used to illuminate haul road crossings where existing light is inadequate.
2. Where no-passing lines are not already in place, they should be added.
Standard:
3. The traffic control method selected shall be used in both directions.
Flagging Method
4. When a road used exclusively as a haul road is not in use, the haul road shall be closed with Type 3
Barricades and the Flagger symbol signs covered.
5. The flagger shall follow the procedures provided in Sections 6D.05 and 6D.06.
6. At night, flagger stations shall be illuminated, except in emergencies.
Signalized Method
7. When a road used exclusively as a haul road is not in use, the haul road shall be closed with Type 3
Barricades. The signals shall either:
a. Flash yellow on the main road and flash red on the haul road or be covered, and the Signal
Ahead and STOP HERE ON RED signs shall be covered or hidden from view; or
b. Display green on the main road and steady red on the haul road, but only if actuated signal
operation is used such that green is always displayed to the main road except when a vehicle is
detected on the haul road.
8. The temporary traffic control signals shall control both the highway and the haul road and shall
meet the physical display and operational requirements of conventional traffic control signals as
described in Part 4. Traffic control signal timing shall be established by authorized officials.
9. Stop lines shall be used on existing highways with temporary traffic control signals.
10. Existing conflicting pavements markings between the stop lines shall be removed. After the
temporary traffic control signal is removed, the stop lines and other temporary pavement markings
shall be removed and the permanent pavement markings restored.
Option:
Flagging Method
11. Automated Flagger Assistance Devices (see Section 6L.02) may be used in situations where there is only
one lane of approaching traffic in the direction to be controlled.
Guidance:
Signalized Method
12. If actuated signal operation is used (see Item b in Note 7 above) and pedestrian facilities, such as
sidewalks, are present in the area of the haul road crossing, then consideration should be given to
providing pedestrian actuation capability at the temporary traffic control signal to accommodate any
pedestrians who might be depending upon a pedestrian phase to cross the main road.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 887

Figure 6P-14. Haul Road Crossing (TA-14)

Haul road See Note 7 See Note 7

40 to
Temporary 180 ft
marking
(optional)

R10-6

A (optional)

B
W3-3
G20-2
(optional)

A – Using temporary traffic control signals

W20-1

Haul road See Note 4 See Note 4

30 ft
Temporary
marking
(optional)

Notes: See Table 6P-2 for the meanings of

the symbols used in this figure.
See Table 6B-1 for the meanings of
the letter codes used in this figure.
B W20-7

W14-3 R4-1
C

G20-2
(optional) B – Using flaggers

W20-1
Typical Application 14

December 2023 Sect. 6P.01

 Page 888 MUTCD 11th Edition

Notes for Figure 6P-15—Typical Application 15

Work in the Center of a Road with Low Traffic Volumes
Guidance:
1. The lanes on either side of the center work space should have a minimum width of 10 feet as measured
from the near edge of the channelizing devices to the edge of the pavement or the outside edge of the
paved shoulder.
Option:
2. Positive protection devices may be used per Section 6M.02.
3. Flashing warning lights and/or flags may be used to call attention to the advance warning signs.
4. If the closure continues overnight, warning lights may be used on the channelizing devices.
5. A lane width of 9 feet may be used for short-term stationary work on low-volume, low-speed roadways
when motor vehicle traffic does not include longer and wider heavy commercial vehicles.
6. A work vehicle displaying high-intensity rotating, flashing, oscillating, or strobe lights may be used instead
of the channelizing devices forming the tapers or the high-level warning devices.
7. Vehicle hazard warning signals may be used to supplement high-intensity rotating, flashing, oscillating,
or strobe lights.
Standard:
8. Vehicle hazard warning signals shall not be used instead of the vehicle’s high-intensity rotating,
flashing, oscillating, or strobe lights.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 889

Figure 6P-15. Work in the Center of a Road with Low Traffic Volumes (TA-15)

G20-2
(optional)
W20-1
A

Notes: See Table 6P-2 for the meanings of the

symbols used in this figure.
See Table 6B-1 for the meanings of the
letter codes used in this figure.
See Table 6B-4 for formulas for
calculating taper length (L).

1/2 L
R4-7

(optional)

(optional)

1/2 L

10 feet MIN. to edge R4-7

of pavement or outside
edge of paved shoulder

G20-2
(optional) W20-1
Typical Application 15

December 2023 Sect. 6P.01

 Page 890 MUTCD 11th Edition

Notes for Figure 6P-16—Typical Application 16

Surveying Along the Center Line of a Road with Low Traffic Volumes
Guidance:
1. The lanes on either side of the center work space should have a minimum width of 10 feet as measured
from the near edge of the channelizing devices to the edge of the pavement or the outside edge of the
paved shoulder.
2. Cones should be placed 6 to 12 inches on either side of the center line.
3. A flagger should be used to warn workers who cannot watch road users.
Standard:
4. For surveying on the center line of a high-volume road, one lane shall be closed using the
information illustrated in Figure 6P-10.
Option:
5. A high-level warning device may be used to protect a surveying device, such as a target on a tripod.
6. Cones may be omitted for a cross-section survey.
7. ROAD WORK AHEAD signs may be used in place of the SURVEY CREW AHEAD signs.
8. Flags may be used to call attention to the advance warning signs.
9. If the work is along the shoulder, the flagger may be omitted.
10. For a survey along the edge of the road or along the shoulder, cones may be placed along the edge line.
11. A BE PREPARED TO STOP sign may be added to the sign series.
12. Automated Flagger Assistance Devices (see Section 6L.02) may be used in situations where there is only
one lane of approaching traffic in the direction to be controlled.
Guidance:
13. When used, the BE PREPARED TO STOP sign should be located before the Flagger symbol sign.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 891

Figure 6P-16. Surveying Along the Center Line of a Road

with Low Traffic Volumes (TA-16)

B
W21-6

Note: See Table 6P-2 for the meanings of

the symbols used in this figure.
See Table 6B-1 for the meanings of
A the letter codes used in this figure.

W20-7

Buffer space

10 feet MIN. to edge

of pavement or outside
edge of paved shoulder
Buffer space

W20-7
B

W21-6

Typical Application 16

December 2023 Sect. 6P.01

 Page 892 MUTCD 11th Edition

Notes for Figure 6P-17—Typical Application 17

Mobile Operations on a Two-Lane Road
Standard:
1. Vehicle-mounted signs shall be mounted in a manner such that they are not obscured by equipment
or supplies. Sign legends on vehicle-mounted signs shall be covered or turned from view when work
is not in progress.
2. Shadow and work vehicles shall display high-intensity rotating, flashing, oscillating, or strobe lights.
3. If an arrow board is used, it shall be used in the caution mode.
Guidance:
4. Where practical and when needed, the work and shadow vehicles should pull over periodically to allow
vehicular traffic to pass.
5. Whenever adequate stopping sight distance exists to the rear, the shadow vehicle should maintain the
minimum distance from the work vehicle and proceed at the same speed. The shadow vehicle should slow
down in advance of vertical or horizontal curves that restrict sight distance.
6. The shadow vehicles should also be equipped with two high-intensity flashing lights mounted on the rear,
adjacent to the sign.
Option:
7. Positive protection devices may be used per Section 6M.02.
8. The distance between the work and shadow vehicles may vary according to terrain, paint drying time, and
other factors.
9. Additional shadow vehicles to warn and reduce the speed of oncoming or opposing vehicular traffic may
be used. Law enforcement vehicles may be used for this purpose.
10. A truck-mounted attenuator may be used on the shadow vehicle or on the work vehicle.
11. If the work and shadow vehicles cannot pull over to allow vehicular traffic to pass frequently, a DO NOT
PASS sign may be placed on the rear of the vehicle blocking the lane.
Support:
12. Shadow vehicles are used to warn motor vehicle traffic of the operation ahead.
Standard:
13. Vehicle hazard warning signals shall not be used instead of the vehicle’s high-intensity rotating,
flashing, oscillating, or strobe lights.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 893

Figure 6P-17. Mobile Operations on a Two-Lane Road (TA-17)

Notes: See Table 6P-2 for the meanings

of the symbols used in this figure.

Work vehicle

Truck-mounted attenuator
(optional)

Shadow vehicle

Use sign shape

and legend
appropriate
to the type
(optional) of work

Truck-mounted attenuator
(optional)

Typical Application 17

December 2023 Sect. 6P.01

 Page 894 MUTCD 11th Edition

Notes for Figure 6P-18—Typical Application 18

Lane Closure on a Minor Street
Standard:
1. This TTC shall be used only for low-speed facilities having low traffic volumes.
Option:
2. Where the work space is short, where road users can see the roadway beyond, and where volume is low,
vehicular traffic may be self-regulating.
Standard:
3. Where vehicular traffic cannot effectively self-regulate, one or two flaggers shall be used as
illustrated in Figure 6P-10.
Option:
4. Flashing warning lights and/or flags may be used to call attention to the advance warning signs.
5. A truck-mounted attenuator may be used on the work vehicle and the shadow vehicle.
6. Positive protection devices may be used per Section 6M.02.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 895

Figure 6P-18. Lane Closure on a Minor Street (TA-18)

W21-1 A

Notes: See Table 6P-2 for the meanings of

the symbols used in this figure.
See Table 6B-1 for the meanings of
the letter codes used in this figure.

Work vehicle (optional)

Truck-mounted attenuator (optional)

Buffer space
(optional)

50 to 100 ft

W21-1

Typical Application 18

December 2023 Sect. 6P.01

 Page 896 MUTCD 11th Edition

Notes for Figure 6P-19—Typical Application 19

Detour for One Travel Direction
Guidance:
1. This plan should be used for streets without posted route numbers.
2. On multi-lane streets, Detour signs with an Advance Turn Arrow should be used in advance of a turn.
Option:
3. The STREET CLOSED legend may be used in place of ROAD CLOSED.
4. Additional DO NOT ENTER signs may be used at intersections with intervening streets.
5. Warning lights may be used on Type 3 Barricades.
6. Detour signs may be located on the far side of intersections.
7. A Street Name sign may be mounted with the Detour sign. The Street Name sign may be either white on
green or black on orange.
Standard:
8. When used, the Street Name sign shall be placed above the Detour sign.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 897

Figure 6P-19. Detour for One Travel Direction (TA-19)

W20-3
M4-9L
(modified) M4-10R

R11-2
W20-1 (modified)
B

R3-2
M4-9R A
(modified) W20-2

R5-1

R3-1 M4-10R R6-1R

R11-2

W20-1

R11-4

M4-10R R6-1R

M4-9L
(modified)

100 ft

M4-9R
(modified)
Notes: See Table 6P-2 for the meanings of
the symbols used in this figure.
M4-8a W20-1
See Table 6B-1 for the meanings of
the letter codes used in this figure.
Typical Application 19

December 2023 Sect. 6P.01

 Page 898 MUTCD 11th Edition

Notes for Figure 6P-20—Typical Application 20

Detour for a Closed Street
Guidance:
1. This plan should be used for streets without posted route numbers.
2. On multi-lane streets, Detour signs with an Advance Turn Arrow should be used in advance of a turn.
Option:
3. Flashing warning lights and/or flags may be used to call attention to the advance warning signs.
4. Flashing warning lights may be used on Type 3 Barricades.
5. Detour signs may be located on the far side of intersections. A Detour sign with an advance arrow may be
used in advance of a turn.
6. A Street Name sign may be mounted with the Detour sign. The Street Name sign may be either white on
green or black on orange.
Standard:
7. When used, the Street Name sign shall be placed above the Detour sign.
Support:
8. Figure 6P-9 contains the information for detouring a numbered highway.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 899

Figure 6P-20. Detour for a Closed Street (TA-20)

M4-8a
W20-3 B

M4-9L
(modified) R3-2
A
W20-2 M4-10R

M4-9R
(modified)
R11-4

R11-2

M4-9R M4-9L
M4-9L (modified) (modified) R3-1
(modified) R3-1
M4-9R
(modified)
R11-2

M4-10L
A
R3-2
M4-9L
(modified) M4-9R
(modified)

B W20-2
Notes: See Table 6P-2 for the meanings of
the symbols used in this figure. M4-8a
See Table 6B-1 for the meanings of
the letter codes used in this figure.

W20-3
Typical Application 20

December 2023 Sect. 6P.01

 Page 900 MUTCD 11th Edition

Notes for Figure 6P-21—Typical Application 21

Lane Closure on the Near Side of an Intersection
Standard:
1. The merging taper shall direct vehicular traffic into either the right-hand or left-hand lane,
but not both.
Guidance:
2. In this typical application, a left taper should be used so that right-turn movements will not impede
through motor vehicle traffic. However, the reverse should be true for left-turn movements.
3. If the work space extends across a crosswalk, the crosswalk should be closed using the information and
devices shown in Figure 6P-29.
Option:
4. Positive protection devices may be used per Section 6M.02.
5. Flashing warning lights and/or flags may be used to call attention to the advance warning signs.
6. A shadow vehicle with a truck-mounted attenuator may be used.
7. A work vehicle with high-intensity rotating, flashing, oscillating, or strobe lights may be used with the
high-level warning device.
8. Vehicle hazard warning signals may be used to supplement high-intensity rotating, flashing, oscillating, or
strobe lights.
Standard:
9. Vehicle hazard warning signals shall not be used instead of the vehicle’s high-intensity rotating,
flashing, oscillating, or strobe lights.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 901

Figure 6P-21. Lane Closure on the Near Side of an Intersection (TA-21)

Notes: See Table 6P-2 for the meanings of

the symbols used in this figure.
See Table 6B-1 for the meanings of
the letter codes used in this figure.
See Table 6B-4 for formulas for
calculating taper length (L).

Work vehicle
(optional)

(optional)

Buffer space
(optional)

W12-1

A
W9-3L

W20-1

Typical Application 21

December 2023 Sect. 6P.01

 Page 902 MUTCD 11th Edition

Notes for Figure 6P-22—Typical Application 22

Right-Hand Lane Closure on the Far Side of an Intersection
Guidance:
1. If the work space extends across a crosswalk, the crosswalk should be closed using the information and
devices shown in Figure 6P-29.
Option:
2. Positive protection devices may be used per Section 6M.02.
3. When the normal procedure of closing on the near side of the intersection any lane that is not carried
through the intersection results in the closure of a right-hand lane having significant right-turn movements,
then the right-hand lane may be restricted to right turns only, requiring through traffic to use the left lane.
4. For intersection approaches reduced to a single lane, left-turn movements may be prohibited to maintain
capacity for through vehicular traffic.
5. Flashing warning lights and/or flags may be used to call attention to the advance warning signs.
6. Where the turning radius is large, it may be possible to create a right-turn island using channelizing
devices or pavement markings.
7. If dimension “A” is not available to create a temporary right-turn lane, continuous channelizers may be
installed from the end of the taper to the intersection and, as a result, the RIGHT LANE MUST TURN
RIGHT signs would not be installed.
Support:
8. By first closing off the right-hand lane and then reopening it as a turn bay, the capacity of the through lane
is preserved by separating the right-turning vehicles from the through vehicles.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 903

Figure 6P-22. Right-Hand Lane Closure on the Far Side of an Intersection (TA-22)

G20-2
W20-1 A (optional)
(optional)

W20-1

A
G20-2
(optional)

A A

R3-7R
G20-2
W20-1 (optional)

L
G20-2
(optional) (optional)

A
W4-2R

Notes: See Table 6P-2 for the meanings of

the symbols used in this figure. W20-5R
See Table 6B-1 for the meanings of C
the letter codes used in this figure.
See Table 6B-4 for formulas for
calculating taper length (L).

W20-1
Typical Application 22

December 2023 Sect. 6P.01

 Page 904 MUTCD 11th Edition

Notes for Figure 6P-23—Typical Application 23

Left-Hand Lane Closure on the Far Side of an Intersection
Guidance:
1. If the work space extends across a crosswalk, the crosswalk should be closed using the information and
devices shown in Figure 6P-29.
Option:
2. Positive protection devices may be used per Section 6M.02.
3. Flashing warning lights and/or flags may be used to call attention to the advance warning signs.
4. When the normal procedure of closing on the near side of the intersection any lane that is not carried
through the intersection results in the closure of a left-hand lane having significant left-turn movements,
then the left-hand lane may be reopened as a turn bay for left turns only, as shown.
Support:
5. By first closing off the left-hand lane and then reopening it as a turn bay, the left-turn bay allows storage of
turning vehicles so that the movement of through traffic is not impeded. A left-turn bay that is long enough
to accommodate all turning vehicles during a traffic signal cycle will provide the maximum benefit for
through traffic. Also, an island is created with channelizing devices that allows the LEFT LANE MUST
TURN LEFT sign to be repeated on the left adjacent to the lane that it controls.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 905

Figure 6P-23. Left-Hand Lane Closure on the Far Side of an Intersection (TA-23)

W20-1

A G20-2
(optional)

G20-2
(optional) (optional) W20-1

A G20-2
(optional)

W20-1 100 ft

R3-7L
L

G20-2
(optional)

W4-2L

Notes: See Table 6P-2 for the meanings of B

the symbols used in this figure.
See Table 6B-1 for the meanings of
the letter codes used in this figure.
See Table 6B-4 for formulas for W20-5L
calculating taper length (L).
C

W20-1

Typical Application 23

December 2023 Sect. 6P.01

 Page 906 MUTCD 11th Edition

Notes for Figure 6P-24—Typical Application 24

Half Road Closure on the Far Side of an Intersection
Guidance:
1. If the work space extends across a crosswalk, the crosswalk should be closed using the information and
devices shown in Figure 6P-29.
2. When turn prohibitions are implemented, two turn prohibition signs should be used, one on the near side
and, space permitting, one on the far side of the intersection.
Option:
3. Positive protection devices may be used per Section 6M.02.
4. A buffer space may be used between opposing directions of vehicular traffic as shown in this application.
5. When the normal procedure of closing on the near side of the intersection any lane that is not carried
through the intersection results in the closure of a right-hand lane having significant right-turn movements,
then the right-hand lane may be restricted to right turns only, requiring through traffic to use the left lane.
6. Where the turning radius is large, a right-turn island using channelizing devices or pavement markings
may be used.
7. If there is insufficient space to place the back-to-back Keep Right sign and No Left Turn symbol signs at
the end of the row of channelizing devices separating opposing vehicular traffic flows, the No Left Turn
symbol sign may be placed on the right and the Keep Right sign may be omitted.
8. For intersection approaches reduced to a single lane, left-turn movements may be prohibited to maintain
capacity for through vehicular traffic.
9. Flashing warning lights and/or flags may be used to call attention to advance warning signs.
10. Temporary pavement markings may be used to delineate the travel path through the intersection.
11. If dimension “A” is not available to create a temporary right turn lane, continuous channelizers may be
installed from the end of the taper to the intersection and, as a result, the RIGHT LANE MUST TURN
RIGHT signs would not be installed.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 907

Figure 6P-24. Half Road Closure on the Far Side of an Intersection (TA-24)

W20-1
C

W20-5L
B

W4-2L
A
G20-2
(optional)

(optional) L

(optional)
(optional)
Buffer
space R3-1
R3-2
1/2 L W20-1
(optional)
A
G20-2
(optional) R4-7c

A A
R3-7R
G20-2
W20-1 (optional)
R3-2
L
(optional) W4-2R
(optional)
A
G20-2
(optional)
W20-5R
B
Notes: See Table 6P-2 for the meanings of
the symbols used in this figure.
See Table 6B-1 for the meanings of
the letter codes used in this figure. C
See Table 6B-4 for formulas for W20-1
calculating taper length (L).

Typical Application 24

December 2023 Sect. 6P.01

 Page 908 MUTCD 11th Edition

Notes for Figure 6P-25—Typical Application 25

Multiple Lane Closures at an Intersection
Guidance:
1. If the work space extends across a crosswalk, the crosswalk should be closed using the information and
devices shown in Figure 6P-29.
Support:
2. The normal procedure is to close on the near side of the intersection any lane that is not carried through
the intersection, as shown.
Option:
3. Positive protection devices may be used per Section 6M.02.
4. If the left-turn movement that normally uses the closed turn bay is small and/or the gaps in opposing
vehicular traffic are frequent, left turns may be permitted on that approach.
5. Flashing warning lights and/or flags may be used to call attention to the advance warning signs.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 909

Figure 6P-25. Multiple Lane Closures at an Intersection (TA-25)

A
G20-2
W20-1 (optional)

R4-7

W20-1

G20-2 A
(optional) R3-2
(optional)

(optional)
W20-1
G20-2
(optional)
1/2 L

G20-2
(optional)

R3-7L

(optional)

A
W4-2L

Notes: See Table 6P-2 for the meanings of B

the symbols used in this figure. W20-5L
See Table 6B-1 for the meanings of
the letter codes used in this figure.
See Table 6B-4 for formulas for
calculating taper length (L).
C
W20-1

Typical Application 25
December 2023 Sect. 6P.01
 Page 910 MUTCD 11th Edition

Notes for Figure 6P-26—Typical Application 26

Closure in the Center of an Intersection
Guidance:
1. All lanes should be a minimum of 10 feet in width as measured to the near face of the channelizing devices.
Option:
2. A high-level warning device may be placed in the work space, if there is sufficient room.
3. For short-term use on low-volume, low-speed roadways with vehicular traffic that does not include longer
and wider heavy commercial vehicles, a minimum lane width of 9 feet may be used.
4. Flashing warning lights and/or flags may be used to call attention to advance warning signs.
5. Left turns may be prohibited as required by geometric conditions, such as where the streets are so narrow
that it might be physically impossible to turn left, especially for large vehicles.
6. For short-duration work operations, the channelizing devices may be eliminated if a vehicle displaying
high-intensity rotating, flashing, oscillating, or strobe lights is positioned in the work space.
7. Vehicle hazard warning signals may be used to supplement high-intensity rotating, flashing, oscillating, or
strobe lights.
Standard:
8. Vehicle hazard warning signals shall not be used instead of the vehicle’s high-intensity rotating,
flashing, oscillating, or strobe lights.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 911

Figure 6P-26. Closure in the Center of an Intersection (TA-26)

W20-1 G20-2
A (optional)

1/2 L W20-1
G20-2 1/2 L A
(optional) 10 ft
R4-7 MIN.

10 ft MIN.

10 ft MIN.

10 ft
MIN.
A 1/2 L
1/2 L

R4-7

(optional)

W20-1 G20-2
A (optional)

G20-2
(optional)
Note: See Table 6P-2 for the meanings of the
symbols used in this figure.
See Table 6B-1 for the meanings of the
letter codes used in this figure.
W20-1
See Table 6B-4 for formulas for
calculating taper length (L). Typical Application 26

December 2023 Sect. 6P.01

 Page 912 MUTCD 11th Edition

Notes for Figure 6P-27—Typical Application 27

Closure at the Side of an Intersection
Guidance:
1. The situation depicted can be simplified by closing one or more of the intersection approaches. If this
cannot be done, and/or when capacity is a problem, through vehicular traffic should be directed to other
roads or streets.
2. Depending on road user conditions, flagger(s) or uniformed law enforcement officer(s) should be used to
direct road users within the intersection.
Standard:
3. At night, flagger stations shall be illuminated, except in emergencies.
Option:
4. Flashing warning lights and/or flags may be used to call attention to the advance warning signs.
5. For short-duration work operations, the channelizing devices may be eliminated if a vehicle displaying
high-intensity rotating, flashing, oscillating, or strobe lights is positioned in the work space.
6. A BE PREPARED TO STOP sign may be added to the sign series.
Guidance:
7. When used, the BE PREPARED TO STOP sign should be located before the Flagger symbol sign.
8. ONE LANE ROAD AHEAD signs should also be used to provide adequate advance warning.
Support:
9. Turns may be prohibited as required by vehicular traffic conditions, such as where the streets are so
narrow that it might be physically impossible to make certain turns, especially for large vehicles.
Option:
10. Positive protection devices may be used per Section 6M.02.
11. Vehicle hazard warning signals may be used to supplement high-intensity rotating, flashing, oscillating, or
strobe lights.
Standard:
12. Vehicle hazard warning signals shall not be used instead of the vehicle’s high-intensity rotating,
flashing, oscillating, or strobe lights.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 913

Figure 6P-27. Closure at the Side of an Intersection (TA-27)

W20-1 C

B
G20-2
W20-4 (optional)

A
(optional)
W20-7 W20-4 W20-1
W20-7
50 to
100 ft

G20-2
(optional) A B C
(optional)

C B A 50 to 100 ft

50 to
100 ft

G20-2
W20-1 W20-4 W20-7 (optional)

A
W20-7
G20-2
(optional)
B
See Note 2 for flagger information
W20-4
Notes: See Table 6P-2 for the meanings of
the symbols used in this figure. C
See Table 6B-1 for the meanings of
the letter codes used in this figure.

W20-1

Typical Application 27

December 2023 Sect. 6P.01

 Page 914 MUTCD 11th Edition

Notes for Figure 6P-28—Typical Application 28

Sidewalk Detour or Diversion
Standard:
1. When existing pedestrian facilities are disrupted, closed, or relocated in a TTC zone, the temporary
facilities shall be detectable and include accessibility features consistent with the features present in
the existing pedestrian facility. A pedestrian channelizing device (see Figure 6K-2) that is detectable
by a person with a vision disability traveling with the aid of a long cane shall be placed across the
full width of the closed sidewalk.
2. When used, temporary ramps shall provide a 12:1 (8.33%) or flatter slope, with a slip-resistant
surface. The ramp landing area shall provide a 48-inch x 48-inch minimum area with a 2% or
flatter cross-slope.
3. When used, Longitudinal Channelizing Devices used for temporary pedestrian routes shall comply
with Section 6K.02.
4. Temporary traffic barriers, if used, shall comply with the provisions of Section 6M.02.
5. SIDEWALK CLOSED CROSS HERE signs shall include audible information devices to provide
adequate communication to pedestrians with vision disabilities.
6. Audible information devices shall be provided where midblock sidewalk closings and changed
crosswalk areas cause inadequate communication to be provided to pedestrians with vision
disabilities.
Guidance:
7. The surface of an alternate pathway should meet the requirements of the U.S. Department of Justice
2010 ADA Standards for Accessible Design, September 15, 2010, 28 CFR 35 and 36, Americans with
Disabilities Act of 1990.
8. The protective requirements of a TTC situation have priority in determining the need for temporary
traffic barriers and their use in this situation should be based on engineering judgment.
Option:
9. Street lighting may be considered.
10. Only the TTC devices related to pedestrians are shown. Other devices, such as lane closure signing or
ROAD NARROWS signs, may be used to control vehicular traffic.
11. For nighttime closures, Type A Flashing warning lights may be used on barricades that support signs and
close sidewalks.
12. Type C Steady-Burn or Type D 360-degree Steady-Burn warning lights may be used on channelizing
devices separating the temporary sidewalks from vehicular traffic flow.
13. Signs, such as KEEP RIGHT (LEFT), may be placed along a temporary sidewalk to guide or direct
pedestrians.
14. The width of the alternate pedestrian route may be 48 inches with a passing area of 60 inches every
200 feet.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 915

Figure 6P-28. Sidewalk Detour or Diversion (TA-28)

Ramp
Temporary walkway
R9-11a surface covering
rough, soft, or uneven
ground or hazards
R9-9
60 inches
MIN.
R9-9

Ramp
R9-11a

(optional)

W20-1 W20-1

SIDEWALK DETOUR SIDEWALK DIVERSION

Typical Application 28

Note: SeeTable 6P-2 for the meanings

of the symbols used in this figure.

December 2023 Sect. 6P.01

 Page 916 MUTCD 11th Edition

Notes for Figure 6P-29—Typical Application 29

Crosswalk Closures and Pedestrian Detours
Standard:
1. When crosswalks or other pedestrian facilities are closed or relocated, temporary facilities shall be
detectable and shall include accessibility features consistent with the features present in the existing
pedestrian facility.
2. Curb parking shall be prohibited for at least 50 feet in advance of the midblock crosswalk.
3. SIDEWALK CLOSED CROSS HERE signs shall include audible information devices to provide
adequate communication to pedestrians with vision disabilities.
4. Audible information devices shall be provided where midblock sidewalk closings and changed
crosswalk areas cause inadequate communication to be provided to pedestrians with vision
disabilities.
Guidance:
5. Pedestrian traffic signal displays controlling closed crosswalks should be covered or deactivated.
Option:
6. Street lighting may be considered.
7. Only the TTC devices related to pedestrians are shown. Other devices, such as lane closure signing or
ROAD NARROWS signs, may be used to control vehicular traffic.
8. For nighttime closures, Type A Flashing warning lights may be used on barricades supporting signs and
closing sidewalks.
9. Type C Steady-Burn or Type D 360-degree Steady-Burn warning lights may be used on channelizing
devices separating the work space from vehicular traffic.
10. In order to maintain the systematic use of the fluorescent yellow-green background for pedestrian, bicycle,
and school warning signs in a jurisdiction, the fluorescent yellow-green background for pedestrian, bicycle,
and school warning signs may be used in TTC zones.
11. Positive protection devices may be used per Section 6M.02.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 917

Figure 6P-29. Crosswalk Closures and Pedestrian Detours (TA-29)

W11-2 W16-7PL
R9-8 (optional)

W16-9P

W11-2

Temporary
R9-10 marking for
crosswalk lines
(high-visibility
optional)

R9-11a

W20-1 W11-2
W16-7PL

W16-9P W11-2

R9-9

R9-11 Notes: For long-term stationary work, the

double yellow center line and/or
lane lines should be removed
between the crosswalk lines.
See Table 6P-2 for the meanings of
the symbols used in this figure.

W20-1

Typical Application 29

December 2023 Sect. 6P.01

 Page 918 MUTCD 11th Edition

Notes for Figure 6P-30—Typical Application 30

Interior Lane Closure on a Multi-Lane Street
Guidance:
1. This information applies to low-speed, low-volume urban streets. Where speed or volume is higher,
additional signing such as LEFT LANE CLOSED XX FT should be used between the signs shown.
Option:
2. Positive protection devices may be used per Section 6M.02.
3. Shadow vehicles with a truck-mounted attenuator may be used.
Support:
4. The closure of the adjacent interior lane in the opposing direction might not be necessary, depending upon
the activity being performed and the work space needed for the operation.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 919

Figure 6P-30. Interior Lane Closure on a Multi-Lane Street (TA-30)

W20-1

B
W20-5L

W4-2L

Buffer space
(optional)

Truck-mounted attenuator
(optional) Buffer space
(optional)

Work vehicle

W4-2L

W20-5L
B
Notes: See Table 6P-2 for the meanings of
the symbols used in this figure.
See Table 6B-1 for the meanings of C
the letter codes used in this figure.
See Table 6B-4 for formulas for W20-1
calculating taper length (L).

Typical Application 30

December 2023 Sect. 6P.01

 Page 920 MUTCD 11th Edition

Notes for Figure 6P-31—Typical Application 31

Lane Closure on a Street with Uneven Directional Volumes
Standard:
1. The illustrated information shall be used only when the vehicular traffic volume indicates that two
lanes of vehicular traffic shall be maintained in the direction of travel for which one lane is closed.
Option:
2. The procedure may be used during a peak period of vehicular traffic and then changed to provide two
lanes in the other direction for the other peak.
Guidance:
3. For high speeds, a LEFT LANE CLOSED XX FT sign should be added for vehicular traffic approaching
the lane closure, as shown in Figure 6P-32.
4. Conflicting pavement markings should be removed for long-term projects. For short-term and
intermediate-term projects where this is impracticable, the channelizing devices in the area where the
pavement markings conflict should be placed at a maximum spacing of ½ S feet where S is the speed
in mph. Temporary markings should be installed where needed.
5. If the lane shift has curves with recommended speeds of 30 mph or less, Reverse Turn signs should be used.
6. Where the shifted section is long, a Reverse Curve sign should be used to show the initial shift and a
second sign should be used to show the return to the normal alignment.
7. If the tangent distance along the temporary diversion is less than 600 feet, the Double Reverse Curve sign
should be used at the location of the first Two Lane Reverse Curve sign. The second Two Lane Reverse
Curve sign should be omitted.
Standard:
8. Except as provided in Note 11 below, the number of lanes illustrated on the Reverse Curve or
Double Reverse Curve signs shall be the same as the number of through lanes available to road
users, and the direction of the reverse curves shall be appropriately illustrated.
Option:
9. Positive protection devices may be used per Section 6M.02.
10. A longitudinal buffer space may be used in the activity area to separate opposing vehicular traffic.
11. Where two or more lanes are being shifted, a Reverse Curve (or Reverse Turn) sign with an ALL LANES
plaque (see Figure 6H-1) may be used instead of a sign that illustrates the number of lanes.
12. Where more than three lanes are being shifted, the Reverse Curve (or Turn) sign may be rectangular.
13. A work vehicle or a shadow vehicle may be equipped with a truck-mounted attenuator.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 921

Figure 6P-31. Lane Closure on a Street with Uneven

Directional Volumes (TA-31)

W20-1

A
W4-2L

(optional)
Buffer space
(optional)

1/2 L

100 ft

Temporary solid A
white lane line W1-4bR

Buffer space
(optional) W13-1P
(optional)

* S = speed in mph
1/2 L

W1-4bL

A
4S ft*
W13-1P
(optional)
B
Notes: See Table 6P-2 for the meanings of
the symbols used in this figure.
See Table 6B-1 for the meanings of
the letter codes used in this figure. W20-1
See Table 6B-4 for formulas for
calculating taper length (L).
Typical Application 31

December 2023 Sect. 6P.01

 Page 922 MUTCD 11th Edition

Notes for Figure 6P-32—Typical Application 32

Half Road Closure on a Multi-Lane, High-Speed Highway
Standard:
1. Pavement markings no longer applicable shall be removed or obliterated as soon as practical.
Except for intermediate-term and short-term situations, temporary markings shall be provided to
clearly delineate the temporary travel path. For short-term and intermediate-term situations where
it is not feasible to remove and restore pavement markings, channelization shall be made dominant
by using a very close device spacing.
Guidance:
2. When paved shoulders having a width of 8 feet or more are closed, channelizing devices should be used
to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the
traveled way.
3. Where channelizing devices are used instead of pavement markings, the maximum spacing should be
½ S feet where S is the speed in mph.
4. If the tangent distance along the temporary diversion is less than 600 feet, a Double Reverse Curve
sign should be used instead of the first Reverse Curve sign, and the second Reverse Curve sign should
be omitted.
Option:
5. Positive protection devices may be used per Section 6M.02.
6. Warning lights may be used to supplement channelizing devices at night.
7. A truck-mounted attenuator may be used on the work vehicle and/or the shadow vehicle.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 923

Figure 6P-32. Half Road Closure on a Multi-Lane,

High-Speed Highway (TA-32)

W20-1

C
W20-5L B

A
W20-5L G20-2
(optional)
L
Temporary white
edge line
W4-2L
Buffer space
(optional)
W1-4R
1/2 L MIN.

W13-1P
(optional)

Temporary 1/2 L MIN. W1-4L

yellow lines

W13-1P
1/2 L MIN. (optional)

A W4-2R

G20-2 B
(optional)
W20-5R
Shoulder taper B
(see Note 2)
C
Notes: See Table 6P-2 for the meanings of
the symbols used in this figure. W20-5R
See Table 6B-1 for the meanings of
the letter codes used in this figure.
See Table 6B-4 for formulas for
calculating taper length (L). W20-1

Typical Application 32

December 2023 Sect. 6P.01

 Page 924 MUTCD 11th Edition

Notes for Figure 6P-33—Typical Application 33

Stationary Lane Closure on a Divided Highway
Standard:
1. This information also shall be used when work is being performed in the lane adjacent to the
median on a divided highway. In this case, the LEFT LANE CLOSED signs and the corresponding
Lane Ends signs shall be substituted.
2. When a side road intersects the highway within the TTC zone, additional TTC devices shall be
placed as needed.
Guidance:
3. When paved shoulders having a width of 8 feet or more are closed, channelizing devices should be used
to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the
traveled way.
Option:
4. A truck-mounted attenuator may be used on the work vehicle and/or shadow vehicle.
5. Positive protection devices may be used per Section 6M.02.
Support:
6. Where conditions permit, restricting all vehicles, equipment, workers, and their activities to one side of the
roadway might be advantageous.
Standard:
7. An arrow board shall be used when a freeway lane is closed. When more than one freeway lane is
closed, a separate arrow board shall be used for each closed lane.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 925

Figure 6P-33. Stationary Lane Closure on a Divided Highway (TA-33)

G20-2
(optional)
500 ft G20-2
(optional)
100 ft (optional) 500 ft

Work vehicle
Truck-mounted
attenuator
(optional)
Buffer space (optional) Buffer space (optional)
Temporary white
edge line
L L

Shoulder taper Shoulder taper

A (see Note 3) A (see Note 3)

W4-2R W4-2R

B B

W20-5R W20-5R

C C
W20-1

W20-1
Notes: See Table 6P-2 for the meanings of
the symbols used in this figure.
A – LONG-TERM AND B – SHORT-TERM See Table 6B-1 for the meanings of
the letter codes used in this figure.
INTERMEDIATE
See Table 6B-4 for formulas for
calculating taper length (L).
Typical Application 33

December 2023 Sect. 6P.01

 Page 926 MUTCD 11th Edition

Notes for Figure 6P-34—Typical Application 34

Lane Closure with a Temporary Traffic Barrier
Standard:
1. This information also shall be used when work is being performed in the lane adjacent to the
median on a divided highway. In this case, the LEFT LANE CLOSED signs and the corresponding
Lane Ends signs shall be substituted.
Guidance:
2. For long-term lane closures on facilities with permanent edge lines, a temporary edge line should be
installed from the upstream end of the merging taper to the downstream end of the downstream taper,
and conflicting pavement markings should be removed.
3. The use of a barrier should be based on engineering judgment.
Standard:
4. Temporary traffic barriers, if used, shall comply with the provisions of Section 6M.02.
5. The barrier shall not be placed along the merging taper. The lane shall first be closed using
channelizing devices and pavement markings.
Option:
6. Type C Steady-Burn warning lights may be placed on channelizing devices and the barrier parallel to the
edge of pavement for nighttime lane closures.
7. The barrier shown in this typical application is an example of one method that may be used to close a lane
for a long-term project. If the work activity permits, a movable barrier may be used and relocated to the
shoulder during non-work periods or peak-period vehicular traffic conditions, as appropriate.
Standard:
8. If a movable barrier is used, the temporary white edge line shown in the typical application shall
not be used. During the period when the right-hand lane is opened, the sign legends and the
channelization shall be changed to indicate that only the shoulder is closed, as illustrated in Figure
6P-5. The arrow board, if used, shall be placed at the downstream end of the shoulder taper and
shall display the caution mode.
Guidance:
9. If a movable barrier is used, the shift should be performed in the following manner. When closing the
lane, the lane should be initially closed with channelizing devices placed along a merging taper using the
same information employed for a stationary lane closure. The lane closure should then be extended with
the movable-barrier transfer vehicle moving with vehicular traffic. When opening the lane, the movable-
barrier transfer vehicle should travel against vehicular traffic from the termination area to the transition
area. The merging taper should then be removed using the same information employed for a stationary
lane closure.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 927

Figure 6P-34. Lane Closure with a Temporary Traffic Barrier (TA-34)

G20-2
W20-1 (optional)
(optional)
1,500 ft

Temporary white
edge line

Median
Crash cushion

Buffer space (optional)

Shoulder
taper

A
W4-2R
G20-2
(optional)

Notes: See Table 6P-2 for the

meanings of the symbols W20-5R
used in this figure.
C
See Table 6B-1 for the
meanings of the letter
codes used in this figure.
See Table 6B-4 for
formulas for calculating
taper length (L). W20-1
Typical Application 34

December 2023 Sect. 6P.01

 Page 928 MUTCD 11th Edition

Notes for Figure 6P-35—Typical Application 35

Mobile Operation on a Multi-Lane Road
Standard:
1. Arrow boards shall, as a minimum, be Type B, with a size of 60 x 30 inches.
2. Vehicle-mounted signs shall be mounted in a manner such that they are not obscured by equipment
or supplies. Sign legends on vehicle-mounted signs shall be covered or turned from view when work
is not in progress.
3. Shadow and work vehicles shall display high-intensity rotating, flashing, oscillating, or strobe lights.
4. An arrow board shall be used when a freeway lane is closed. When more than one freeway lane is
closed, a separate arrow board shall be used for each closed lane.
Guidance:
5. Vehicles used for these operations should be made highly visible with appropriate equipment, such as
flags, signs, or arrow boards.
6. Shadow Vehicle 1 should be equipped with an arrow board and truck-mounted attenuator.
7. Shadow Vehicle 2 should be equipped with an arrow board. An appropriate lane closure sign should be
placed on Shadow Vehicle 2 so as not to obscure the arrow board.
8. Shadow Vehicle 2 should travel at a varying distance from the work operation so as to provide adequate
sight distance for vehicular traffic approaching from the rear.
9. The spacing between the work vehicles and the shadow vehicles, and between each shadow vehicle,
should be minimized to deter road users from driving in between.
10. Work should normally be accomplished during off-peak hours.
11. When the work vehicle occupies an interior lane (a lane other than the far right or far left) of a
directional roadway having a right-hand shoulder 10 feet or more in width, Shadow Vehicle 2 should
drive on the right-hand shoulder with a sign indicating that work is taking place in the interior lane.
Option:
12. A truck-mounted attenuator may be used on Shadow Vehicle 2.
13. Positive protection devices may be used per Section 6M.02.
14. On high-speed roadways, a third shadow vehicle (not shown) may be used with Shadow Vehicle 1 in the
closed lane, Shadow Vehicle 2 straddling the edge line, and Shadow Vehicle 3 on the shoulder.
15. Where adequate shoulder width is not available, Shadow Vehicle 3 may also straddle the edge line.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 929

Figure 6P-35. Mobile Operation on a Multi-Lane Road (TA-35)

Work vehicle

Truck-mounted
attenuator
(optional)

Shadow Vehicle 1

Truck-mounted
attenuator

Shadow Vehicle 2

Truck-mounted
attenuator W20-5L
(optional)

Note: See Table 6P-2 for the meanings

of the symbols used in this figure.

Typical Application 35

December 2023 Sect. 6P.01

 Page 930 MUTCD 11th Edition

Notes for Figure 6P-36—Typical Application 36

Lane Shift on a Freeway
Guidance:
1. The lane shift should be used when the work space extends into either the right-hand or left-hand lane of
a divided highway and it is impracticable, for capacity reasons, to reduce the number of available lanes.
Support:
2. When a lane shift is accomplished by using (1) geometry that meets the design speed at which the
permanent highway was designed, (2) full normal cross-section (full lane width and full shoulders), and (3)
complete pavement markings, then only the initial general work-zone warning sign is required.
Guidance:
3. When the conditions in Note 2 above are not met, the information shown in the typical application should
be employed and the provisions in Notes 4 through 17 below are applicable.
Standard:
4. Temporary traffic barriers, if used, shall comply with the provisions of Section 6M.02.
5. The barrier shall not be placed along the shifting taper. The lane shall first be shifted using
channelizing devices and pavement markings.
Guidance:
6. A warning sign should be used to show the changed alignment.
Standard:
7. Except as provided in Note 8 below, the number of lanes illustrated on the Reverse Curve signs shall
be the same as the number of through lanes available to road users, and the direction of the reverse
curves shall be appropriately illustrated.
Option:
8. Where two or more lanes are being shifted, a W1-4 (or W1-3) sign with an ALL LANES (W24-1cP)
plaque (see Figure 6H-1) may be used instead of a sign that illustrates the number of lanes.
9. Where more than three lanes are being shifted, the Reverse Curve (or Turn) sign may be rectangular.
Guidance:
10. Where the shifted section is longer than 600 feet, one set of Reverse Curve signs should be used to show
the initial shift and a second set should be used to show the return to the normal alignment. If the tangent
distance along the temporary diversion is less than 600 feet, a Double Reverse Curve sign should be used
instead of the first Reverse Curve sign, and the second Reverse Curve sign should be omitted.
11. If a STAY IN LANE sign is used, then solid white lane lines should be used.
Standard:
12. The minimum width of the shoulder lane shall be 10 feet.
13. For long-term stationary work, existing conflicting pavement markings shall be removed and
temporary markings shall be installed before traffic patterns are changed.
Option:
14. For short-term stationary work, lanes may be delineated by channelizing devices or removable pavement
markings instead of temporary markings.
Guidance:
15. If the shoulder cannot adequately accommodate trucks, trucks should be directed to use the travel lanes.
16. The use of a barrier should be based on engineering judgment.
Option:
17. Type C Steady-Burn warning lights may be placed on channelizing devices and the barrier parallel to the
edge of the pavement for nighttime lane closures.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 931

Figure 6P-36. Lane Shift on a Freeway (TA-36)

G20-2
(optional)

Temporary solid
Temporary yellow white lane lines
edge line

(see Notes 7 and 8) 1/2 L

W1-4cL

(see Notes 7 and 8)

W1-4cL

W13-1P
(optional)

Crash cushion

W13-1P
(optional)
1/2 L
Lighting Temporary white
(optional) edge line

Lighting
(optional)
1/3 L
(see Notes 7 and 8)
A
W1-4cR

W13-1P
(optional)
Notes: See Table 6P-2 for the
meanings of the symbols B
used in this figure.
See Table 6B-1 for the
meanings of the letter
codes used in this figure.
See Table 6B-4 for
formulas for calculating
taper length (L).
W20-1

Typical Application 36

December 2023 Sect. 6P.01

 Page 932 MUTCD 11th Edition

Notes for Figure 6P-37—Typical Application 37

Double Lane Closure on a Freeway
Standard:
1. An arrow board shall be used when a freeway lane is closed. When more than one freeway lane is
closed, a separate arrow board shall be used for each closed lane.
Guidance:
2. Ordinarily, the preferred position for the second arrow board is in the closed exterior lane at the
upstream end of the second merging taper. However, the second arrow board should be placed in the
closed interior lane at the downstream end of the second merging taper in the following situations:
a. When a shadow vehicle is used in the interior closed lane, and the second arrow board is mounted on
the shadow vehicle;
b. If alignment or other conditions create any confusion as to which lane is closed by the second arrow
board; and
c. When the first arrow board is placed in the closed exterior lane at the downstream end of the first
merging taper (the alternative position when the shoulder is narrow).
Option:
3. Flashing warning lights and/or flags may be used to call attention to the initial warning signs.
4. A truck-mounted attenuator may be used on the shadow vehicle.
5. Positive protection devices may be used per Section 6M.02.
6. If a paved shoulder having a minimum width of 10 feet and sufficient strength is available, the left-hand
and adjacent interior lanes may be closed and vehicular traffic carried around the work space on the right-
hand lane and a right-hand shoulder.
Guidance:
7. When a shoulder lane is used that cannot adequately accommodate trucks, trucks should be directed to
use the normal travel lanes.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 933

Figure 6P-37. Double Lane Closure on a Freeway (TA-37)

Notes: See Table 6P-2 for the meanings of

the symbols used in this figure.
See Table 6B-1 for the meanings of
the letter codes used in this figure.
G20-2 See Table 6B-4 for formulas for
(optional) calculating taper length (L).

Work vehicle

Truck-mounted
attenuator (optional)

Buffer space
(optional)

2L

A
Shoulder taper
W4-2R

C
W20-5aR

W20-1

Typical Application 37

December 2023 Sect. 6P.01

 Page 934 MUTCD 11th Edition

Notes for Figure 6P-38—Typical Application 38

Interior Lane Closure on a Freeway
Standard:
1. An arrow board shall be used when a freeway lane is closed. When more than one freeway lane is
closed, a separate arrow board shall be used for each closed lane.
2. If temporary traffic barriers are installed, they shall comply with the provisions and requirements
in Section 6M.02.
3. The barrier shall not be placed along the shifting taper. The lane shall first be shifted using
channelizing devices and pavement markings.
4. For long-term stationary work, existing conflicting pavement markings shall be removed and
temporary markings shall be installed before traffic patterns are changed.
Guidance:
5. For a long-term closure, a barrier should be used to provide additional safety to the operation in the
closed interior lane. A buffer space should be used at the upstream end of the closed interior lane.
6. An arrow board displaying an arrow pointing to the right should be placed on the left-hand shoulder at
the beginning of the taper.
7. For long-term use, the broken lane lines should be made solid white in the two-lane section.
Option:
8. As an alternative to initially closing the left-hand lane, as shown in the typical application, the right-hand
lane may be closed in advance of the interior lane closure with appropriate channelization and signs. The
Interior Lane Shift Ahead symbol sign may be mirrored to indicate a right lane shift.
9. A short, single row of channelizing devices in advance of the vehicular traffic split to restrict vehicular
traffic to their respective lanes may be added.
10. DO NOT PASS signs may be used.
11. If a paved shoulder having a minimum width of 10 feet and sufficient strength is available, the left-hand
and center lanes may be closed and motor vehicle traffic carried around the work space on the right-hand
lane and a right-hand shoulder.
12. A work vehicle with a truck-mounted attenuator may be used within the closed interior lane between the
buffer space and the work area.
13. Positive protection devices may be used per Section 6M.02.
Guidance:
14. When a shoulder lane is used that cannot adequately accommodate trucks, trucks should be directed to
use the normal travel lanes.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 935

Figure 6P-38. Interior Lane Closure on a Freeway (TA-38)

Temporary white
lane line
G20-2 (optional)

Buffer space
(optional)

16 ft MIN.
W12-1

Temporary solid double

1/2 L white lane line

(optional)

2L
R4-9
A
W9-3L

A W4-2L
Shoulder taper

B
Temporary
yellow
edge line W20-5L

Notes: See Table 6P-2 for the meanings of

W20-1
the symbols used in this figure.
See Table 6B-1 for the meanings of
the letter codes used in this figure.
See Table 6B-4 for formulas for
calculating taper length (L).

Typical Application 38

December 2023 Sect. 6P.01

 Page 936 MUTCD 11th Edition

Notes for Figure 6P-39—Typical Application 39

Median Crossover on a Freeway
Standard:
1. Channelizing devices or temporary traffic barriers shall be used to separate opposing
vehicular traffic.
2. An arrow board shall be used when a freeway lane is closed. When more than one freeway lane is
closed, a separate arrow board shall be used for each closed lane.
Guidance:
3. For long-term work on high-speed, high-volume highways, consideration should be given to using a
temporary traffic barrier to separate opposing vehicular traffic.
Option:
4. When a temporary traffic barrier is used to separate opposing vehicular traffic, the Two-Way Traffic, Do
Not Pass, KEEP RIGHT, and DO NOT ENTER signs may be eliminated.
5. The alignment of the crossover may be designed as a reverse curve.
Guidance:
6. When the crossover follows a curved alignment, the design criteria contained in the “AASHTO
Green Book – A Policy On Geometric Design Of Highways And Streets,” 7th Edition, 2018, AASHTO
should be used.
7. When channelizing devices have the potential of leading vehicular traffic out of the intended traffic space,
the channelizing devices should be extended a distance in feet of 2 times the speed limit in mph beyond
the downstream end of the transition area as depicted.
8. Where channelizing devices are used, the Two-Way Traffic signs should be repeated every 1 mile.
Option:
9. NEXT XX MILES Supplemental Distance plaques may be used with the Two-Way Traffic signs, where
XX is the distance to the downstream end of the two-way section.
Support:
10. When the distance is sufficiently short that road users entering the section can see the downstream end of
the section, they are less likely to forget that there is opposing vehicular traffic.
11. The sign legends for the four pairs of signs approaching the lane closure for the non-crossover direction of
travel are not shown. They are similar to the series shown for the crossover direction, except that the left-
hand lane is closed.
Option:
12. Positive protection devices may be used per Section 6M.02.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 937

Figure 6P-39. Median Crossover on a Freeway (TA-39)

Shoulder taper

G20-2
(optional)

Temporary yellow
edge line L Notes: See Table 6P-2 for the meanings of
the symbols used in this figure.
See Table 6B-1 for the meanings of
W1-6R the letter codes used in this figure.
Crash cushion (optional)
See Table 6B-4 for formulas for
calculating taper length (L).
R5-1 W1-4R

R4-7 W13-1P
(optional)
W6-3
W6-3

R4-1 W1-4L

R11-2
Temporary double W13-1P
yellow center line W1-6L (optional)

2S ft*
(see Note 7)
Temporary yellow
edge line
Temporary white
edge line 1/2 L
W4-2R
1/2 L
Crash cushion (optional)
L
Shoulder taper
W20-5R
A

B
G20-2
(optional) B W20-5R

C
*S = speed in mph
W20-1

Typical Application 39

December 2023 Sect. 6P.01

 Page 938 MUTCD 11th Edition

Notes for Figure 6P-40—Typical Application 40

Median Crossover for an Entrance Ramp
Guidance:
1. The typical application illustrated should be used for carrying an entrance ramp across a closed
directional roadway of a divided highway.
2. A temporary acceleration lane should be used to facilitate merging.
3. When used, the YIELD or STOP sign should be located far enough forward to provide adequate sight
distance of oncoming mainline vehicular traffic to select an acceptable gap, but should not be located so
far forward that motorists will be encouraged to stop in the path of the mainline traffic. If needed, yield
or stop lines should be installed across the ramp to indicate the point at which road users should yield or
stop. Also, a longer acceleration lane should be provided beyond the sign to reduce the gap size needed.
Option:
4. Positive protection devices may be used per Section 6M.02.
5. If vehicular traffic conditions allow, the ramp may be closed.
6. A broken edge line may be carried across the temporary entrance ramp to assist in defining the through
vehicular traffic lane.
7. When a temporary traffic barrier is used to separate opposing vehicular traffic, the Two-Way Traffic signs
and the DO NOT ENTER signs may be eliminated.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 939

Figure 6P-40. Median Crossover for an Entrance Ramp (TA-40)

Temporary white
edge line

W6-3 R11-2
25 ft
250 ft W1-6L

R6-1L

R1-2
Temporary white
R5-1 edge line

Lighting
(optional)

25-foot spacing
W4-1L

Temporary yellow
edge line

W3-2
Notes: See Table 6P-2 for the
meanings of the symbols
used in this figure.

W20-1

Typical Application 40

December 2023 Sect. 6P.01

 Page 940 MUTCD 11th Edition

Notes for Figure 6P-41—Typical Application 41

Median Crossover for an Exit Ramp
Guidance:
1. This typical application should be used for carrying an exit ramp across a closed directional roadway of
a divided highway. The design criteria contained in the “AASHTO Green Book – A Policy On Geometric
Design Of Highways And Streets,” 7th Edition, 2018, AASHTO should be used for determining the curved
alignment.
2. The guide signs should indicate that the ramp is open, and where the temporary ramp is located.
Conversely, if the ramp is closed, guide signs should indicate that the ramp is closed.
3. When the exit is closed, a black-on-orange EXIT CLOSED sign panel should be placed diagonally
across the interchange/intersection guide signs and channelizing devices should be placed to physically
close the ramp.
4. In the situation (not shown) where channelizing devices are placed along the mainline roadway, the
devices’ spacing should be reduced in the vicinity of the off ramp to emphasize the opening at the ramp
itself. Channelizing devices and/or temporary pavement markings should be placed on both sides of the
temporary ramp where it crosses the median and the closed roadway.
5. Advance guide signs providing information related to the temporary exit should be relocated or
duplicated adjacent to the temporary roadway.
Standard:
6. A temporary EXIT sign shall be located in the temporary gore. For better visibility, it shall be
mounted a minimum of 7 feet from the pavement surface to the bottom of the sign.
Option:
7. Positive protection devices may be used per Section 6M.02.
8. Guide signs referring to the exit may need to be relocated to the median.
9. The temporary EXIT sign placed in the temporary gore may be either black on orange or white on green.
10. In some instances, a temporary deceleration lane may be useful in facilitating the exiting maneuver.
11. When a temporary traffic barrier is used to separate opposing vehicular traffic, the Two-Way Traffic signs
may be omitted.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 941

Figure 6P-41. Median Crossover for an Exit Ramp (TA-41)

150 ft

W6-3

Lighting Lighting
(optional) (optional)

Temporary yellow
edge line

Temporary white
edge line
E5-1

250 ft 25-foot spacing

25 ft

W6-3

Note: See Table 6P-2 for the

meanings of the symbols
used in this figure.

Typical Application 41

December 2023 Sect. 6P.01

 Page 942 MUTCD 11th Edition

Notes for Figure 6P-42—Typical Application 42

Work in the Vicinity of an Exit Ramp
Guidance:
1. The guide signs should indicate that the ramp is open, and where the temporary ramp is located.
However, if the ramp is closed, guide signs should indicate that the ramp is closed.
2. When the exit ramp is closed, a black-on-orange EXIT CLOSED sign panel should be placed diagonally
across the interchange/intersection guide signs.
3. The design criteria contained in the “AASHTO Green Book – A Policy On Geometric Design Of
Highways and Streets,” 7th Edition, 2018, AASHTO should be used for determining the alignment.
Standard:
4. A temporary EXIT sign shall be located in the temporary gore. For better visibility, it shall be
mounted a minimum of 7 feet from the pavement surface to the bottom of the sign.
Option:
5. Positive protection devices may be used per Section 6M.02.
6. The temporary EXIT sign placed in the temporary gore may be either black on orange or white on green.
7. An alternative procedure that may be used is to channelize exiting vehicular traffic onto the right-hand
shoulder and close the lane as necessary.
Standard:
8. An arrow board shall be used when a freeway lane is closed. When more than one freeway lane is
closed, a separate arrow board shall be used for each closed lane.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 943

Figure 6P-42. Work in the Vicinity of an Exit Ramp (TA-42)

Temporary
yellow
edge line
E5-1
L
Temporary
yellow L
edge line
L
100 ft E5-1
100 ft Temporary white
edge lines
1,000 ft
1,000 ft
E5-2
Temporary white L (optional)
L
edge lines

A A
W4-2R
W4-2R Shoulder
taper
B B

W20-5R

C C
W20-5R

W20-1

Notes: See Table 6P-2 for the

W20-1 meanings of the symbols
used in this figure.
See Table 6B-1 for the
meanings of the letter
codes used in this figure.
See Table 6B-4 for
formulas for calculating
taper length (L).
Typical Application 42

December 2023 Sect. 6P.01

 Page 944 MUTCD 11th Edition

Notes for Figure 6P-43—Typical Application 43

Partial Exit Ramp Closure
Guidance:
1. Truck off-tracking should be considered when determining whether the minimum lane width of 10 feet is
adequate (see Section 6N.07).
Option:
2. Positive protection devices may be used per Section 6M.02.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 945

Figure 6P-43. Partial Exit Ramp Closure (TA-43)

10 ft MIN.

500 ft

G20-2
(optional)

W5-4

W13-1P
(optional)
B

W20-1

W13-4P

Notes: See Table 6P-2 for the meanings of

the symbols used in this figure.
See Table 6B-1 for the meanings of
the letter codes used in this figure.

Typical Application 43

December 2023 Sect. 6P.01

 Page 946 MUTCD 11th Edition

Notes for Figure 6P-44—Typical Application 44

Work in the Vicinity of an Entrance Ramp
Guidance:
1. An acceleration lane of sufficient length should be provided whenever possible as shown on the diagram
on the left.
Standard:
2. For the information shown on the diagram on the right-hand side of the typical application, where
inadequate acceleration distance exists for the temporary entrance, the YIELD sign shall be
replaced with STOP signs (one on each side of the approach).
Guidance:
3. When used, the YIELD or STOP sign should be located so that ramp vehicular traffic has adequate sight
distance of oncoming mainline vehicular traffic to select an acceptable gap in the mainline vehicular
traffic flow, but should not be located so far forward that motorists will be encouraged to stop in the path
of the mainline traffic. Also, a longer acceleration lane should be provided beyond the sign to reduce the
gap size needed. If sufficient gaps are not available, consideration should be given to closing the ramp.
4. Where a STOP sign is used, a temporary stop line should be placed across the ramp at the desired
stop location.
5. The mainline merging taper with the arrow board at its starting point should be located sufficiently
in advance so that the arrow board is not confusing to drivers on the entrance ramp, and so that
the mainline merging vehicular traffic from the lane closure has the opportunity to stabilize before
encountering the vehicular traffic merging from the ramp.
6. If the ramp curves sharply to the right, warning signs with advisory speeds located in advance of the
entrance terminal should be placed in pairs (one on each side of the ramp).
Option:
7. Positive protection devices may be used per Section 6M.02.
8. A Stop Beacon (see Section 4S.05) or a Type B high-intensity warning flasher with a red lens may be
placed above the STOP sign.
9. Where the acceleration distance is significantly reduced, a supplemental plaque may be placed below the
Yield Ahead sign reading NO MERGE AREA.
Standard:
10. An arrow board shall be used when a freeway lane is closed. When more than one freeway lane is
closed, a separate arrow board shall be used for each closed lane.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 947

Figure 6P-44. Work in the Vicinity of an Entrance Ramp (TA-44)

G20-2 G20-2
(optional) (optional)

W4-3R

Temporary yellow
edge line
L Temporary yellow
Temporary white R1-2 edge line
edge line

W3-2

500 ft
W4-1R
500 ft

L L
W20-1 500 ft W20-1
Shoulder
taper
(optional)
A A
W4-2R W4-2R

B B

C C
W20-5R W20-5R

W20-1 W20-1

Notes: See Table 6P-2 for the meanings of

A – Added lane B – Merge required the symbols used in this figure.
See Table 6B-1 for the meanings of
the letter codes used in this figure.
See Table 6B-4 for formulas for
calculating taper length (L).
Typical Application 44

December 2023 Sect. 6P.01

 Page 948 MUTCD 11th Edition

Notes for Figure 6P-45—Typical Application 45

Temporary Reversible Lane Using Movable Barriers
Support:
1. This application addresses one of several uses for movable barriers (see Section 6M.02) in highway TTC
zones. In this example, one side of a 6-lane divided highway is closed to perform the work operation,
and vehicular traffic is carried in both directions on the remaining 3-lane roadway by means of a
median crossover.
To accommodate unbalanced peak-period vehicular traffic volumes, the direction of travel in the center
lane is switched to the direction having the greater volume, with the transfer typically being made twice
daily. Thus, there are four vehicular traffic phases described as follows:
a. Phase A—two travel lanes northbound and one lane southbound;
b. Transition A to B—one travel lane in each direction;
c. Phase B—one travel lane northbound and two lanes southbound; and
d. Transition B to A—one travel lane in each direction.
The typical application on the left illustrates the placement of devices during Phase A. The typical
application on the right shows conditions during the transition (Transition A to B) from Phase A
to Phase B.
Guidance:
2. For the reversible lane situation depicted, the ends of the movable barrier should terminate in a
protected area or a crash cushion should be provided. During Phase A, the transfer vehicle should be
parked behind the downstream end of the movable barrier for southbound traffic as shown in the typical
application on the left. During Phase B, the transfer vehicle should be parked between the downstream
ends of the movable barriers at the north end of the TTC zone as shown in the typical application on
the right.
The transition shift from Phase A to B should be as follows:
a. Change the signs in the northbound advance warning area and transition area from a LEFT
LANE CLOSED AHEAD to a 2 LEFT LANES CLOSED AHEAD. Change the mode of the second
northbound arrow board from Caution to Right Arrow.
b. Place channelizing devices to close the northbound center lane.
c. Move the transfer vehicle from south to north to shift the movable barrier from the west side to the
east side of the reversible lane.
d. Remove the channelizing devices closing the southbound center lane.
e. Change the signs in the southbound transition area and advance warning area from a 2 LEFT
LANES CLOSED AHEAD to a LEFT LANE CLOSED AHEAD. Change the mode of the second
southbound arrow board from Right Arrow to Caution.
3. Where the lane to be opened and closed is an exterior lane (adjacent to the edge of the traveled way or
the work space), the lane closure should begin by closing the lane with channelizing devices placed along
a merging taper using the same information employed for a stationary lane closure. The lane closure
should then be extended with the movable-barrier transfer vehicle moving with vehicular traffic. When
opening the lane, the transfer vehicle should travel against vehicular traffic. The merging taper should be
removed in a method similar to a stationary lane closure.
Option:
4. The procedure may be used during a peak period of vehicular traffic and then changed to provide two
lanes in the other direction for the other peak.
5. A longitudinal buffer space may be used in the activity area to separate opposing vehicular traffic.
6. A work vehicle or a shadow vehicle may be equipped with a truck-mounted attenuator.
Standard:
7. An arrow board shall be used when a freeway lane is closed. When more than one freeway lane is
closed, a separate arrow board shall be used for each closed lane.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 949

Figure 6P-45. Temporary Reversible Lane Using Movable Barriers (TA-45)

Phase A Transition from Phase A to Phase B
W20-1 W20-1
C C
W20-5aL W20-5aL
B B
W4-2L W4-2L
A A

L L

2L G20-2 2L G20-2
(optional) (optional)
W4-2L Parking location W4-2L Parking location
L for transfer vehicle L for transfer vehicle
during Phase B during Phase B
Buffer space Movable Buffer space Movable
(optional) attenuator (optional) attenuator

Movable barrier Movable barrier

W1-4bR W1-4R
A A
W13-1P W13-1P
(optional) (optional)

R11-2 Transfer R11-2

1/2 L vehicle 1/2 L
W1-6L W1-6L

Parking location A
for transfer vehicle 1/2 L MIN.
during Phase A W1-4L
L
W1-4bL
G20-2 G20-2
(optional) W13-1P (optional) 2L W13-1P
(optional) (optional)

L L W4-2L

A A
W4-2L W4-2L
B B
W20-5L W20-5aL
C C
W20-1 W20-1

Typical Application 45
Notes: See Table 6P-2 for the meanings of the symbols used in this figure.
See Table 6B-1 for the meanings of the letter codes used in this figure.
See Table 6B-4 for formulas for calculating taper length (L).

December 2023 Sect. 6P.01

 Page 950 MUTCD 11th Edition

Notes for Figure 6P-46—Typical Application 46

Work in the Vicinity of a Grade Crossing
Guidance:
1. When grade crossings exist either within or in the vicinity of roadway work activities, extra care should
be taken to minimize the probability of conditions being created, by lane restrictions, flagging, or other
operations, where vehicles might be stopped within the grade crossing, considered as being 15 feet on
either side of the closest and farthest rail.
Standard:
2. If the queuing of vehicles across active rail tracks cannot be avoided, a uniformed law enforcement
officer or flagger shall be provided at the grade crossing to prevent vehicles from stopping within
the grade crossing (as described in Note 1 above), even if automatic warning devices are in place.
Guidance:
3. Early coordination with the railroad company or transit agency should occur before work starts.
4. In the example depicted, the buffer space of the activity area should be extended upstream of the
grade crossing (as shown) so that a queue created by the flagging operation will not extend across the
grade crossing.
5. The DO NOT STOP ON TRACKS sign should be used on all approaches to a grade crossing within the
limits of a TTC zone.
Option:
6. Positive protection devices may be used per Section 6M.02.
7. Flashing warning lights and/or flags may be used to call attention to the advance warning signs.
8. A BE PREPARED TO STOP sign may be added to the sign series.
9. Automated Flagger Assistance Devices (see Section 6L.02) may be used in situations where there is only
one lane of approaching traffic in the direction to be controlled.
Guidance:
10. When used, the BE PREPARED TO STOP sign should be located before the Flagger symbol sign.
Standard:
11. At night, flagger stations shall be illuminated, except in emergencies.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 951

Figure 6P-46. Work in the Vicinity of a Grade Crossing (TA-46)

W20-1

W20-4
B

G20-2
W16-2P A (optional)
(optional)

W20-7

50 to 100 ft

R8-8
Extended buffer space

R15-1

R15-1

Two-way
traffic taper
50 to 100 ft

R8-8
A
W20-7

W16-2P
B (optional)
G20-2
(optional)

C W20-4
Notes: See Table 6P-2 for the meanings of
the symbols used in this figure.
See Table 6B-1 for the meanings of
the letter codes used in this figure.
W20-1

Typical Application 46

December 2023 Sect. 6P.01

 Page 952 MUTCD 11th Edition

Notes for Figure 6P-47—Typical Application 47

Bicycle Lane Closure without a Detour
Guidance:
1. If a bicycle lane on a roadway having a speed limit of 35 mph or higher is closed and conditions are not
appropriate to direct bicyclists into a shared lane, a separate bicycle facility or detour route should be
considered (see Figures 6P-48 and 6P-51).
Option:
2. If a bicycle lane on a roadway having a speed limit of 30 mph or less is closed, and the adjacent travel lane
is less than 14 feet wide, then BICYCLES ALLOWED USE OF FULL LANE signs may be used.
3. If a bicycle lane on a roadway having a speed limit of 30 mph or less is closed, and the adjacent travel
lane is at least 14 feet wide throughout the TTC zone, then Bicycle Warning signs in association with IN
STREET or IN ROADWAY plaques may be used.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 953

Figure 6P-47. Bicycle Lane Closure without a Detour (TA-47)

G20-2
(optional)

W20-1
A
Notes: See Table 6P-2 for the meanings of the
symbols used in this figure.
See Table 6B-1 for the meanings of the
letter codes used in this figure.
See Table 6B-4 for formulas for
calculating taper length (L).
Speed(s) shall be motor vehicle speeds.

R9-12
L

W9-5a

M6-2PL
B
If the lane width is
If the lane width is 14 ft or more
less than 14 ft

OR W11-1
B (optional)
R9-20
(optional) W16-1P

W20-5b
G20-2
(optional) C

W20-1

Typical Application 47

December 2023 Sect. 6P.01

 Page 954 MUTCD 11th Edition

Notes for Figure 6P-48—Typical Application 48

Bicycle Lane Closure with an On-Road Detour
Guidance:
1. A detour route for bicyclists where a section of bicycle lane is closed should use the most direct route
practical on roadways or shoulders where conditions are appropriate for bicycling.
2. Bicycle related regulatory and/or warning signs should be considered along the bicycle detour based on
engineering judgment and traffic conditions.
3. A Street Name sign or Bike Route Name sign should be mounted with the Bike Detour sign.
Option:
4. The Street Name sign or Bike Route Name sign may be either white on green or black on orange.
Standard:
5. Where used, the Street Name sign or Bike Route Name sign shall be placed above the Bike
Detour sign.
Option:
6. If a bicycle lane on a roadway having a speed limit of 30 mph or less is closed, and the adjacent travel lane
is less than 14 feet wide, then BICYCLES ALLOWED USE OF FULL LANE signs may be used.
7. If a bicycle lane on a roadway having a speed limit of 30 mph or less is closed, and the adjacent travel
lane is at least 14 feet wide throughout the TTC zone, then Bicycle Warning signs in association with IN
STREET or IN ROADWAY plaques may be used.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 955

Figure 6P-48. Bicycle Lane Closure with an On-Road Detour (TA-48)

M4-8b

M4-9cR
Main Street

M4-9cL

R9-12 M6-3

If the lane width

If the lane width is 14 ft or more
is less than 14 ft

B OR W11-1
M4-9cR M4-9cL
R9-20 W16-1P
(optional) (optional)

B
W20-2a W20-5b

Notes: See Table 6P-2 for the meanings of

the symbols used in this figure.
See Table 6B-1 for the meanings of
C the letter codes used in this figure.
W20-1

Typical Application 48

December 2023 Sect. 6P.01

 Page 956 MUTCD 11th Edition

Notes for Figure 6P-49—Typical Application 49

Shared-Use Path Closure with a Diversion
Guidance:
1. The temporary paved shared-use path should be at least as wide as the shared-use path that was
temporarily closed.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 957

Figure 6P-49. Shared-Use Path Closure with a Diversion (TA-49)

W20-1b
100'

W24-1L 100'

Note: See Table 6P-2 for the meanings

of the symbols used in this figure.

M4-10L

R11-2c

R11-2c

R11-2c

Temporary path

R11-2c

M4-10R

100' W24-1R

100'
W20-1b

Typical Application 49

December 2023 Sect. 6P.01

 Page 958 MUTCD 11th Edition

Notes for Figure 6P-50—Typical Application 50

On-Road Detour for a Shared-Use Path
Guidance:
1. The on-road detour route for bicyclists should use the most direct route practical on roadways or
shoulders where conditions are appropriate for bicycling.
2. Bicycle related regulatory and/or warning signs should be considered along the bicycle detour based on
engineering judgment and traffic conditions.
3. A Street Name sign or Bike Route Name sign should be mounted with the Bike Detour sign.
Option:
4. The Street Name sign or Bike Route Name sign may be either white on green or black on orange.
Standard:
5. Where used the Street Name sign or Bike Route Name sign shall be placed above the Bike
Detour sign.
Option:
6. If a bicycle lane on a roadway having a speed limit of 30 mph or less is closed, and the adjacent travel lane
is less than 14 feet wide, then BICYCLES ALLOWED USE OF FULL LANE signs may be used.
7. If a bicycle lane on a roadway having a speed limit of 30 mph or less is closed, and the adjacent travel
lane is at least 14 feet wide throughout the TTC zone, then Bicycle Warning signs in association with IN
STREET or IN ROADWAY plaques may be used.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 959

Figure 6P-50. On-Road Detour for a Shared-Use Path (TA-50)

W20-1

100'

W20-3a

100'

W20-2a

100' M6-3
M4-9cR
M4-9cL

If the lane width

If the lane width is 14 ft or more
is less than 14 ft
M4-9cR
OR
M4-9cL
M6-3 W11-1
R11-2c W16-1P
R9-20 M6-3
(optional) (optional)

Shared-use path
work zone

M6-3

M4-9cR
R11-2c
M4-9cL
M6-3

If the lane width

If the lane width is 14 ft or more
is less than 14 ft
M6-3 100'
M4-9cR OR
M4-9cL
W16-1P W11-1
R9-20
(optional)
W20-2a (optional)

100'

W20-3a

100'
Note: See Table 6P-2 for the meanings
of the symbols used in this figure.
W20-1

December 2023 Typical Application 50 Sect. 6P.01

 Page 960 MUTCD 11th Edition

Notes for Figure 6P-51—Typical Application 51

Paved Shoulder Closure with a Bicycle Diversion onto a Temporary Path
Option:
1. This plan may be used where a paved shoulder is closed and a temporary paved path is provided for
bicyclists.
Guidance:
2. This plan should be used where a paved shoulder is closed on a roadway having a speed limit greater
than or equal to 45 mph that is part of a bikeway system (local, county or state) and a temporary
paved path is provided for bicyclists.
3. The A, B, and C dimensions should be based on anticipated bicycle speeds.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 961

Figure 6P-51. Paved Shoulder Closure with a Bicycle Diversion

onto a Temporary Path (TA-51)

G20-2
(optional)

Notes: See Table 6P-2 for the meanings of the

symbols used in this figure.
See Table 6B-1 for the meanings of the
letter codes used in this figure.
See Table 6B-4 for formulas for calculating
taper length (L).
Speed(s) shall be motor vehicle speeds.

W11-1

M6-2PL

Temporary path

1/3 L

W11-1
A

M6-2PR Based on specific site

conditions and work
durations, refer to Figure
6P-5 or 6P-34 for
B information regarding
W21-5a additional TTC devices
and/or placement of barriers
for motor vehicle traffic.
W16-2aP

W20-1

Typical Application 51

December 2023 Sect. 6P.01

 Page 962 MUTCD 11th Edition

Notes for Figure 6P-52—Typical Application 52

Short-Term or Short-Duration Work in a Circular Intersection
Option:
1. Flashing warning lights and/or flags may be used to call attention to the advance warning signs.
A BE PREPARED TO STOP sign may be added to the sign series.
2. If closure continues overnight, warning lights may be used on the channelizing devices.
Standard:
3. Where a quadrant of the circular intersection is closed, only one direction of approach traffic shall
be released at a time.
4. At night, flagger stations shall be illuminated, except in emergencies.
5. WRONG WAY signs shall be covered.
Guidance:
6. When used, the BE PREPARED TO STOP sign should be located between the Flagger sign and the
ONE LANE ROAD sign.
7. YIELD, ONE WAY, and Directional arrow signs should be covered or removed.
8. Confusing or misleading guide or lane-use control signs should be covered.
Option:
9. Crosswalks may be closed.
10. As an alternative to closing crosswalks, warning signs may be added informing pedestrians that there is
traffic coming from the left.
Guidance:
11. Since the geometrics of the circular intersection will be temporarily altered, consideration should be
given to establishing a truck detour for the duration of the project.
12. For intermediate or long-term work, the circular intersection should be closed and traffic detoured,
with appropriate detour signing (see Figure 6P-8) provided.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 963

Figure 6P-52. Short-Term or Short-Duration Work in a Circular Intersection (TA-52)

W20-1
C

B
W20-4

W20-7
W20-4

W20-1
W20-7

A B C

50 to
C B A
100 ft

W20-7
W20-1
100 ft

W20-4 W20-7

Notes: See Table 6P-2 for the meanings of W20-4

the symbols used in this figure. B
See Table 6B-1 for the meanings of
the letter codes used in this figure.
C

W20-1

Typical Application 52

December 2023 Sect. 6P.01

 Page 964 MUTCD 11th Edition

Notes for Figure 6P-53—Typical Application 53

Flagging Operation on a Single-Lane Circular Intersection
Standard:
1. Flaggers shall follow the procedures provided in Sections 6D.05 and 6D.06.
2. When crosswalks or other pedestrian facilities are closed or relocated, temporary facilities (see
Figure 6P-29) shall be detectable and shall include accessibility features consistent with the features
present in the existing pedestrian facility.
3. At night, flagger stations shall be illuminated, except in emergencies.
Guidance:
4. Flaggers on each approach to the intersection should coordinate with each other so that traffic proceeds
through the circular intersection from only one entry point at any one time.
5. When designing the TTC and installing the channelizing devices for work activities at circular
intersections, accommodations for the turning radius of wider heavy commercial vehicles should
be considered.
6. Since the geometrics of the circular intersection will temporarily be altered, consideration should be
given to establishing a truck detour for the duration of the project.
7. For intermediate or long-term work, the circular intersection should be closed if traffic cannot be
accommodated, and traffic detoured with appropriate detour signing (see Figure 6P-8) provided.
8. Conflicting pavement markings should be removed for long-term projects. For short-term and
intermediate-term projects where this is impracticable, the channelizing devices in the area where the
pavement markings conflict should be placed at a maximum spacing of ½ S feet where S is the speed
in mph. Temporary markings should be installed where needed.
9. When used, the BE PREPARED TO STOP sign should be located between the Flagger sign and the
ONE LANE ROAD sign.
10. The buffer space should be extended so that the two-way traffic taper is placed before a horizontal
(or crest vertical) curve to provide adequate sight distance for the flagger and a queue of stopped vehicles.
11. Care should be exercised when establishing the limits of the TTC zone to ensure adequate sight distance
in advance of the transition.
Option:
12. Periodic adjustments to the channelizing devices may be allowed in an active TTC zone to accommodate
the turning movements of tractor trailer vehicles and other large vehicles.
13. On the approaches where traffic flow will be split, two pilot vehicles may be used to guide traffic through
the circular intersection.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 965

Figure 6P-53. Flagging Operation on a Single-Lane Circular Intersection (TA-53)

C
Use the same
sign sequence
that is used on B G20-2
the northbound (optional)
approach
A

50 to 100 ft

50 to 100 ft

50 to 100 ft

Use the same

sign sequence
G20-2 W12-1 that is used on
(optional) the northbound
approach
50 to 100 ft
A B C
W12-1 50 to 100 ft 50 to 100 ft
R11-2

50 to 100 ft 50 to 100 ft
C B A 50 to 100 ft
Use the same
G20-2
sign sequence Work space
W12-1 (optional)
that is used on
the northbound
approach Buffer space
R11-2
(optional)
50 to 100 ft
W12-1

Note: See Table 6P-2 for the W20-7

meanings of the symbols
used in this figure.
W13-1
See Table 6B-1 for the B
meanings of the letter (optional)
codes used in this figure.

W20-4
C

G20-2
(optional)
W20-1

Typical Application 53

December 2023 Sect. 6P.01

 Page 966 MUTCD 11th Edition

Notes for Figure 6P-54—Typical Application 54

Inside Lane Closure on a Multi-Lane Circular Intersection
Standard:
1. When crosswalks or other pedestrian facilities are closed or relocated, temporary facilities (see
Figure 6P-29) shall be detectable and shall include accessibility features consistent with the features
present in the existing pedestrian facility.
Guidance:
2. Care should be exercised when establishing the limits of the TTC zone to ensure adequate sight distance
in advance of the transition.
3. When designing the TTC and installing the channelizing devices for work activities at circular
intersections, accommodations for the turning radius of wider heavy commercial vehicles should be
considered.
4. Since the geometrics of the circular intersection will temporarily be altered, consideration should be
given to establishing a truck detour for the duration of the project.
5. For intermediate or long-term work, the circular intersection should be closed if traffic cannot be
accommodated, and traffic detoured with appropriate detour signing provided (see Figure 6P-8).
6. Conflicting pavement markings should be removed for long-term projects. For short-term and
intermediate-term projects where this is impracticable, the channelizing devices in the area where the
pavement markings conflict should be placed at a maximum spacing of ½ S feet where S is the speed
in mph. Temporary markings should be installed where needed.
Option:
7. A portable changeable message sign may be used as part of the TTC plan to provide clear guidance to
motorists on all approaches to the circular intersection.
8. On a multi-lane approach, a lane (or lanes) on either the left-hand side or the right-hand side may
be closed.

Sect. 6P.01 December 2023

 MUTCD 11th Edition Page 967

Figure 6P-54. Inside Lane Closure on a Multi-Lane Circular Intersection (TA-54)

G20-2
Use the same C (optional)
sign sequence
that is used on B
the northbound
approach A

Buffer space
(optional)
Use the same
G20-2 sign sequence
(optional) Buffer space that is used on
(optional) L the northbound
approach

A B C

C B A
Work space
Use the same L Buffer space
sign sequence (optional)
that is used on G20-2
the northbound (optional)
approach Buffer space
(optional)

Notes: See Table 6P-2 for the meanings of

the symbols used in this figure.
See Table 6B-1 for the meanings of A
the letter codes used in this figure.
See Table 6B-4 for formulas for
calculating taper length (L).
W4-2R
B

W20-5R

C
G20-2
(optional) W20-1

Typical Application 54
December 2023 Sect. 6P.01
 Page 968 MUTCD 11th Edition

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Sect. 6P.01 December 2023