Traffic calming measures are physical road design elements and
non-physical measures intended to reduce vehicle speeds and
improve driver attentiveness.
/
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if
| Traffic Calming Concepts:
Objective:
To improve safety and the quality-of-life for residents by reducing
the impacts from speeding vehicles, cut-thru traffic, and careless
| drivers.
That will results in:
e Reduced speeding
e Reduced numbers and/or reduced severity of reported collisions
e Reduced cut-through traffic where existing levels are significant
and where the remedy will not create a problem on other streets
e A better environment for residents and business owners as
indicated by their sense of safety, property values, comfort in
usingthe-street; and: reduced traffic-related complaints
Traffic Calming Measures: Toolbox
+ Non-physical measures - include reducing obstructions that limit
driver visibility, signage, and striping improvements
e Narrowing measures - include bulbouts, chokers, and center
island narrowing
+ Horizontal measures - include traffic circles, roundabouts, and
chicanes
e Vertical measures - include speed humps and speed lumps
e Diversion Devices - includes partial and full street closures
Ref. “City of Stockton, CA, Traffic Calming Guidelines", 2008
| Traffic Calming Measures: Problem Types
Selecting Measures for the Problem Type
| are:
The major types of problems that result in a desire for traffic calming
Speeding - motor vehicle speeds are too high
Traffic Volumes - motor vehicle usage levels (all trips or non-local
trips only) are too high
Vehicle Safety - motor vehicles have an inordinate level of risk
Pedestrian Safety - motor vehicles cause an unnecessary risk to
pedestrians
Noise/Vibration/Air Pollution - motor vehicles cause excessive
levels'ofthese environmental effects
Traffic Calming Measures Selection & Problem Types
ypes of Measures
Type of Problem
Speeding
Vehicle
Tratfic Volume | Ceidents|
Pedestrian]
Satety
Nolse
lon-Physical Measures
fargeted Speed Enforcement
Radar Trailer
peed Feedback Signs
[Edgeline/Centerine Striping
[Optical Speed Bars
peed Limit Signage
peed Legends
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ruck Restriction Signs
[Cross Traffic Does Not Stop" Signage
Botts Dots/Raised Reflectors
IHigh- Visibility Crosswalks
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ngled Parking
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Measures
Bulbouts
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Îwo-Lane Chokers
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‘enter Island Narrowing/ Pedestrion
refuges
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jorlzontal Measures
raffic Circles
Roundabouts (Singie-Lane)
Lateral Shifts
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Traffic Calming Measures Selection &
Problem Types
ypes of Measures
Type of Problem
Speeding
Vehicle
Trafic Volume | cidents
Pedestrian
_Satety_
Noise
/ertical Measures
speed Humps:
speed Lumps
Speed Cushion
pit Speed Hump
Speed Tables
Raised Crosswalks
Raised Intersections
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xIx[xIx[x|x[x|x
fextured Pavement
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Diversion Devices
Full Closures
IHalf Closures
[Diagonal Diverters
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\edion Barriers
forced Tum Islands
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Key: @ = Strongly Appropriate
= = Moderately Appropriate
x = Inappropriate/Counterproductive
O = Indifferent
Ref. “City of Stockton, CA, Traffic Calming Guidelines", 2008
Speed humps are common traffic calming technique that is
being used in several cities allover the world.
| The main objective of speed humps is to reduce the speed of
| the traffic.
However, it has serious impact over the overall capacity of the
SAR ora Ci
Without
Speed Hump
Capacity
At Speed Hump
Flow Rate Q (velvianesr)
with speed hunp
Density
D (velvlane/km)
After Speed Hump
Jan
Density
Critical
Density
Impact of Soeed Hump on Capacity & LOS
Speed humps are common traffic calming technique that is be
used in several cities allover the world.
| The main objective of speed humps is to reduce the speed of
| traffic.
However, it has serious impact over the overall capacity of
/ Een 242. SEE-FOW CURES vi LOS CER
VA approach. m
Example:
Impact of Soeed Hump on Capacity & LOS
Operational Case: Existing Facility
Example:
Study the Effect of adding a speed hump on LOS and
the Overall capacity of the following approach.
Input:
Sumber of Lanes = 3
“ Lane Width= 3.4m
Median = Yes
Shoulders = 0.6 m
Traffic Volume = 1275
Topography (i.e. Terrain: Level /Rolling/ Mountainous)
HV% = 12% PHF = 0.9 , Access points = 6 acc. Pt. /km
Observed Speed = 70 km/hr ,