Temporary Traffic Control Zones part 1 of 2.mov
Summary
TLDRThis training video covers the crucial aspects of temporary traffic control zones, essential for managing traffic during construction or maintenance. It explains the four key areas: advance warning, transition, activity, and termination, highlighting the importance of proper control to prevent accidents. The script delves into different taper types for traffic guidance, emphasizing the need for clear visibility and correct path marking to ensure safety in work zones.
Takeaways
- π¦ The traffic control zone is the area between the advance warning sign and the point beyond the work where traffic is no longer affected.
- π§ Traffic control is necessary to safely guide and protect motorists, pedestrians, bicyclists, and workers in and through work zones.
- π The MUTCD describes four components of temporary traffic control zones: the advance warning area, the transition area, the activity area, and the termination area.
- π¨ The advance warning area is essential for all traffic control zones, as it alerts drivers to what's coming and gives them time to adjust their driving patterns.
- π§ In the transition area, traffic is channeled from the normal highway lanes to a new path to move around the workspace, often using tapers.
- π Tapers are used to close lanes and guide traffic out of its normal path, with different types of tapers for merging, lane shifting, shoulder closing, and alternating traffic.
- π The length of tapers is determined by factors such as speed limit, type of devices used, and the location of the devices.
- π The Plans Preparation Manual provides criteria for taper length in work zones, and the Design Standards Index 600 series offers specific formulas for different taper types.
- π A merging taper is used on multi-lane highways to close a lane of moving traffic where a merge is required, with its length determined by the speed of traffic and lane width.
- π Lane shift tapers are used when traffic needs to move to a different lane without merging, with criteria found in the Plans Preparation Manual.
- π¦ A shoulder taper may be necessary on high-speed roadways where shoulders are part of the activity area or when paved shoulders might be mistaken for driving lanes.
- π Downstream or termination area tapers are used to guide traffic back into the normal path, with a 100-foot per lane taper used to indicate the return to the closed portion of the roadway.
Q & A
What is the purpose of a traffic control zone?
-A traffic control zone is needed to safely guide and protect motorists, pedestrians, bicyclists, and workers in and through work zones where traffic is affected by construction, maintenance, or utility operations.
How many areas can a traffic control zone typically be divided into?
-Most traffic control zones can be divided into four areas: the advance warning area, the transition area, the activity area, and the termination area.
Why is an advance warning area necessary in all traffic control zones?
-An advance warning area is necessary for all traffic control zones because drivers need to know what to expect before reaching the workspace, allowing them enough time to adjust their driving patterns.
What are the possible variations for traffic control devices in the advance warning area?
-Traffic control devices may vary from a series of signs starting a mile or more in advance of the work space to a single sign or flashing lights on a vehicle.
What is the main function of the transition area in a traffic control zone?
-The transition area channels traffic from the normal highway lanes to a new path required to move traffic around the workspace, often accomplished with tapers to close lanes.
What should be done if existing pavement markings in the transition area create confusion?
-If existing pavement markings create confusion, temporary markings should be used to clearly mark the correct path for drivers.
What are tapers and what is their role in traffic control zones?
-Tapers are a series of channelizing devices placed at an angle to move traffic out of its normal path. They are used to guide traffic into a new path around the workspace.
What factors determine the spacing for channelizing devices on tapers?
-The spacing for channelizing devices on tapers is based on the speed limit, the type of devices used, and the location of the devices such as in the taper or the tangent.
How many general types of tapers are mentioned in the script for use in traffic control zones?
-The script mentions five general types of tapers used in traffic control zones.
What is the purpose of a merging taper in a multi-lane highway where a merge is required?
-A merging taper is used to close a lane of moving traffic on multi-lane highways where a merge is required, with its length determined by the speed of traffic and the width of the lane to be closed.
What is the fixed length of the taper used when traffic on a two-way road is reduced to one lane with flaggers present?
-A 50-foot taper is used to slow down traffic and give the appearance of restricted alignment when traffic on a two-way road is reduced to one lane and flaggers are present.
Outlines
π¦ Temporary Traffic Control Zones Overview
This paragraph introduces the concept of temporary traffic control zones, which are necessary for ensuring the safety of all road users when traffic is impacted by construction or maintenance activities. It explains the four main areas of a traffic control zone: the advance warning area, the transition area, the activity area, and the termination area. The importance of proper control in these areas to prevent crashes is emphasized. The advance warning area is highlighted as crucial for preparing drivers for upcoming changes in the traffic pattern, with various traffic control devices used to alert drivers, such as signs and flashing lights. The paragraph also discusses the role of tapers in channeling traffic and the factors affecting their placement and length, including speed limit and device type.
π Types and Lengths of Tapers in Traffic Control
This paragraph delves into the specifics of different types of tapers used in traffic control zones to manage the flow of traffic safely around work areas. It discusses merging tapers for closing lanes on multi-lane highways, shoulder tapers for directing traffic away from closed shoulders, and lane shift tapers for moving traffic to a different lane without merging. The paragraph provides formulas for calculating the required length of merging tapers based on speed limit and lane width, and it references specific tables and chapters for further guidance on taper lengths. It also covers the use of flaggers and temporary traffic signals in one-lane traffic control scenarios and the role of closing tapers in the termination area to guide drivers back into the normal traffic flow. The importance of clear delineation and proper taper length to prevent confusion and ensure smooth traffic flow is underscored.
Mindmap
Keywords
π‘Traffic Control Zones
π‘Advance Warning Area
π‘Transition Area
π‘Activity Area
π‘Termination Area
π‘Channelizing Devices
π‘Tapers
π‘Merging Tapers
π‘Lane Shift Tapers
π‘Soldier Tapers
π‘One-Lane Tapers
π‘Closing Tapers
Highlights
Introduction to maintenance of traffic for temporary traffic control zones.
Importance of safely guiding motorists, pedestrians, and workers in work zones.
Definition of the traffic control zone and its division into four areas.
Explanation of the need for traffic control in all directions of travel.
Description of the four components of temporary traffic control zones as per MUTCD.
Role of the advance warning area in preparing drivers for upcoming changes.
Necessity of sufficient time for drivers to adjust in the advance warning area.
Use of traffic control devices in the advance warning area, including signs and flashing lights.
Transition area's purpose in channeling traffic to move around the workspace.
Importance of clear marking in the transition area to prevent driver errors.
Explanation of tapers and their function in closing lanes and moving traffic.
Criteria for taper length based on speed limit and type of devices used.
Types of tapers used in traffic control zones and their specific applications.
Formulas for determining the length of merging tapers based on speed and lane width.
Guidelines for using lane shift tapers and shoulder tapers in different scenarios.
Use of one-lane tapers for alternating traffic on two-way roads with flaggers.
Fixed length of 50 feet for one-lane tapers and spacing of channelizing devices.
Optional use of closing tapers in the termination area to smooth traffic flow.
Considerations for using closing tapers when material trucks move into the workspace.
Brief review of tapers and their lengths for different traffic control scenarios.
Addressing restricted sight distance issues with specific taper lengths and placements.
Transcripts
[Music]
[Applause]
welcome to maintenance of traffic
training part 3 temporary traffic
control zones when traffic is affected
by construction maintenance or utility
operations traffic control is needed to
safely guide and protect motorists
pedestrians bicyclists and workers in
and through work zones the traffic
control zone is the area between the
advance warning sign and the point
beyond the work where traffic is no
longer affected most traffic control
zones can be divided into four areas and
this part of the training will look at
each of the areas and examine them for
one direction of travel if your work
will affect more than one direction of
travel the same principles covered here
will apply to traffic in all directions
the MU tcd describes four components of
temporary traffic control zones the
advanced warning area the transition
area the activity area and the
termination area crashes can occur in
all of these areas if they are not
properly controlled the advance warning
area prepares drivers and alerts them as
to what's coming an advance warning area
is necessary for all traffic control
zones because drivers need to know what
to expect before reaching the workspace
drivers should have enough time to
adjust their driving patterns in the
advance warning area traffic control
devices may vary from a series of signs
starting a mile or more in advance of
the work space to a single sign or
flashing lights on a vehicle the advance
warning area from the first sign to the
start of the transition area should be
long enough to give the motorist enough
time to respond to the traffic control
devices next is the transition area when
work is performed within one or more
travel lanes a lane closure is generally
required in the transition area traffic
is channeled from the normal highway
lanes to a new path
which is required to move traffic around
the workspace most often this is
accomplished with tapers to close the
lanes the transition should be obvious
to drivers the correct path should be
clearly marked with channelizing devices
so the drivers will not make a mistake
and follow the old path if the existing
pavement markings create confusion
temporary markings should be used a
taper is a series of channelizing
devices placed at an angle to move
traffic out of its normal path tapers
are located either upstream or
downstream of the workspace the spacing
for channelizing devices on tapers is
based on several factors the speed limit
the type of devices used such as cones
tubular markers barricades vertical
panels or drums and finally the location
of the devices such as in the taper or
the tangent the taper length criteria
for work zones can be found in chapter
10 of the plans preparation manual the
spacing of devices can be found in the
design standards index 600 series there
are five general types of tapers used in
traffic control zones it is important
that you know what type of taper you
will need and how to determine its
length merging tapers close a lane of
moving traffic on multi-lane highways
where a merge is required the length of
the merging taper which is used to close
a lane is determined by the speed of the
traffic and the width of the lane to be
closed the formulas for determining the
length of emerging taper are found in
index 613 table 2 for a posted speed
limit of 45 miles an hour and a lateral
merge of 12 feet you would need a taper
of at least 540 feet which is determined
by the formula l equals WS L is the
length of the taper W is the lane width
and s is the posted speed for speeds 40
miles per hour or less use the formula l
equals WS squared divided by 60 Lane
shift tapers moved
to a different Lane where a merge is not
required the taper length criteria for
lane shift tapers can be found in
chapter 10 of the plans preparation
manual a solder taper may be beneficial
on high-speed roadway wear shoulders are
part of the activity area and are closed
or when improved shoulders might be
mistaken as a driving lane when paved
shoulders having a width of 8 feet or
more are closed use channelizing devices
to close the shoulder in advance of the
merging taper to direct vehicular
traffic to remain within the travel way
shoulder taper formulas can be found in
the design standards index 600 series to
weigh one lane tapers control two-way
traffic where drivers are required to
alternately use a single lane these
tapers are used when flaggers are
present a short 50 foot taper is used to
slow down traffic by giving the
appearance of restricted alignment one
or more flaggers or temporary traffic
signals are used to assign the
right-of-way in such conditions the
length of the taper is fixed at 50 feet
as shown on index 603 channelizing
devices are spaced a maximum of 20 feet
to provide clear delineation of the
taper a closing taper is used at the
downstream end of the work to allow
drivers back into the lane that was
closed it's placed in the termination
area while closing tapers are optional
they may be useful in smoothing traffic
flow however they may not be advisable
when material trucks move into the work
space by backing up from the downstream
end if the closing taper is used it
should be 100 feet in length per lane
let's briefly review tapers and taper
lengths where traffic on a multi-lane
highway must merge the required length
is a function of the speed limit and the
lane width when working on a shoulder
check index 602 table 2 to determine the
required taper length when traffic is on
a two-way road and it is reduced to one
lane
a 50-foot taper is needed downstream or
termination area tapers are used to
guide traffic back into the normal path
100 foot per Lane taper may be used to
let the driver know he may return to the
closed portion of the roadway
if restricted sight distance is a
problem for example a sharp vertical or
horizontal curve
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