intersection control 1
TRANSCRIPT
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CE 401
Highway Engineering
Rakesh Kumar
Intersection Control and Design
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Learning Objectives
• To distinguish different types of intersections
• To define design objectives and considerations
• To distinguish different types of control devices and their purposes
• To define and calculate fundamental elements of a traffic signal timing system(Chapter 8, p.287-303)
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Intersections
• Why are they important?• Types:
– At-grade intersections– Interchanges– Grade separation
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At-grade Intersections
• At-grade: same level
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Interchanges
• utilize grade separation
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Intersection Design
• Reduce conflicts between road users• Improve efficiency and safety• Consider
– Human factors– Traffic– Geometrics– Economics
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Conflicts
Four-leg intersection Staggered-T intersection
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Intersection Sight Triangle
Hidden Vehicle
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Intersection Sight Triangle
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Intersection Sight Triangle
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Traffic Control Devices
• Devices used to regulate, warn, or guide traffic, placed on, over, or adjacent to a street, highway, pedestrian facility, or shared-use path by authority of a public agency having jurisdiction
• Promote safety and efficiency by providing for the orderly movement of all road users
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Traffic Control Devices
• To be effective, a traffic control device should meet five basic requirements:– Fulfill a need– Command attention– Convey a clear, simple meaning– Command respect from road users– Give adequate time for proper response
• Communication is the key!
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Types of Control Devices
• Manual on Uniform Traffic Control Devices, FHWA
http://mutcd.fhwa.dot.gov/HTM/2003r1/html-index.htm– Provide guidelines for
adopting any particular type of intersection control, in the form of warrants
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Signs
• Convey information through their shape, color, message, and placement
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Channelization
• Separate or regulate conflicting movements
• Define paths of travel • Use traffic islands or pavement
markings
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Channelization
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Rotaries and Roundabouts
• Channelized intersections with a central circle surrounded by a one-way roadway
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Uncontrolled Intersections
• Sufficient stopping sight distance is crucial
Is sufficient stopping sight distance provided?
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Traffic Signals
• Purposes– Improve overall safety– Decrease average travel time and
increase capacity through an intersection
– Equalize the quality of service for all or most traffic streams
• Separate individual movements in time rather than in space
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A Bit of History…
• While other inventors are reported to have experimented with and even marketed their own three-position traffic signals, Garrett A. Morgan was the first to apply for and acquire a U.S. patent for such a device. The patent was granted on November 20, 1923. Morgan later had the technology patented in Great Britain and Canada as well.
• The Morgan traffic signal was a T-shaped pole unit that featured three positions: Stop, Go and an all-directional stop position. The third position halted traffic in all directions before it allowed travel to resume on either of the intersection's perpendicular roads. This feature not only made it safer for motorists to pass through intersections, but also allowed pedestrians to cross more safely.
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Basic Timing Elements
• Traffic movements are grouped and allowed to move in phases
Two-phase signal
Three-phase signal
Four-phase signal
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Basic Timing Elements
• Elements within a phase:– Green interval: the period of the phase during
which the green signal is illuminated. – Yellow/amber interval: the portion of the phase
during which the yellow light is illuminated. – All-red interval: the period during which the red
light is illuminated for all approaches – Intergreen interval: the interval between the end
of green for one phase and the beginning of green for another phase
Street A
Street B
All-red
Intergreen
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Intergreen Period
• Allow each vehicle to stop prior to entering the intersection or to pass through without stopping
a
vvtS r 2
20
0 Stop Zone
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Intergreen Period
• Allow each vehicle to stop prior to entering the intersection or to pass through without stopping
LWIvG 0Go Zone W L
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Intergreen Period
To Eliminate dilemma zone:
G W L
S
Dilemma Zone
02
20
00
a
vvtLWIvGSD r
0
0
2 v
LW
a
vtI r
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Practice Problem
Given the following information pertaining an intersection and its signal timing:
• Intergreen time of 6 sec• Intersection width of 60ft• Level grade with coefficient of friction of
0.5Does a dilemma zone exist for a 18ft-long vehicle approaching at 50mph? Assume a perception-reaction time of 1sec
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Types of Signal Controllers
• Pretimed– Fixed interval lengths in fixed sequence
• Semi-actuated (traffic-adjusted)– Predefined timing schemes selected based on
traffic flow information
• Actuated– Varied length and/or sequence of signal
indications – React to arrivals of vehicles/pedestrians– Isolated or coordinated
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Infrared
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