Florida Department of Transportation
Summary
of Final Report, WPI# 0510824 September 2000
http://www.dot.state.fl.us/Research-Center/Completed_Proj/Summary_SF/FDOT_824.pdf
BICYCLE
AND PEDESTRIAN CONSIDERATIONS AT ROUNDABOUTS PROBLEM
STATEMENT
Roundabouts are designed to resolve conflicts
between two competing traffic movements. The basic principle is
to channel vehicle paths in order to disperse conflicts that concentrate
at conventional intersections and resolve them in an appropriate
manner. Roundabouts allow continuous flow of traffic while slowing
down vehicular speed. Three main differences distinguish roundabouts
from traffic circles: yield-at-entry, deflection, and flare. Traffic
circles are ideally designed to operate within the geometric constraints
of intersections and to cause vehicles to come to a complete stop
before entering the circle. When used appropriately, roundabouts
can have a significant, positive effect on safety, decreasing traffic
speed by 85% and reducing accidents. Several studies have
shown, however, that unlike motorists, bicyclists do not receive
the same safety benefits from utilizing roundabouts. Surveys taken
from bicyclists indicated that they found roundabout treatment
significantly more stressful to negotiate than other forms of treatment,
particularly on roads with heavy traffic. Researchers have found
that roundabouts affect bicyclists’ choices of routes on
regular journeys. Recently, traffic circles and roundabouts have
begun to gain acceptance and popularity throughout the U.S. In
South Florida, residents from several cities have requested that
roundabouts be implemented on state roads as a traffic calming
measure. The safety of bicyclists in roundabouts, however, remains
a serious concern. According to the Design Guide and Evaluation
Plan for Modern Roundabouts in Florida, “no special
markings or lanes are generally needed in the roundabouts to accommodate
the bicyclists.” Studies have indicated, however, that there
is an urgent need to investigate the safety and effectiveness of
roundabouts with bicyclists as a traffic component, as well as
to enhance the roundabout design guidelines to include considerations
of safety for bicyclists.
OBJECTIVES
The objectives of this project are to study select roundabout and
traffic circles in Districts IV and VI, to evaluate their effectiveness,
and to identify hazardous conditions and safety features for the
circulation of bicyclists within these facilities. The results will
be used to develop an enhanced geometric design of roundabouts, as
well as useful guidelines for signage and markings for the safe circulation
of bicyclists.
FINDINGS AND CONCLUSIONS
Among the conclusions drawn from this study are the following:
• The introduction of roundabouts leads to a slight reduction
in pedestrian casualty accidents, yet increases bicycle casualty
accidents.
• Casualty accident rates are reduced by 68% following the
installation of roundabouts.
• Roundabouts effectively reduce right-angled accidents by
87%, with a 47% reduction in overall reported accidents.
• Bicycle accident rates at roundabouts are 15 times those
of cars, and pedestrian accident rates are equivalent to those of
cars.
• Accident studies found that multi-lane roundabouts are more
stressful to bicyclists than single-lane roundabouts.
• In comparison, multilane roundabouts are not as safe as single-lane
roundabouts, since pedestrians have to cross a larger distance. In
most situations, single-lane roundabouts provide a satisfactory level
of safety for bicyclists compared to other types of controlled intersections.
This is due to the lower speeds of vehicles, as well as fewer conflict
points, compared to multi-lane roundabouts or other types of intersections.
• Special provisions for bicyclists are not normally required
at roundabouts. Several guidelines recommend the provision of a special
bicycle facility in case of high bicycle volume at the outer
perimeter of the roundabout, if space permits.
• The majority of roundabout design guidelines recommend offsetting
the pedestrian crossing by one to three car lengths from the yield
line of the roundabout. This will allow the motorists that are approaching
the roundabout to yield to pedestrians that are crossing the approaches,
which will then cause motorists to look for an acceptable gap in
order to merge with the circulating flow.
• Crossing provisions are preferable, in association with splitter
islands, either as an unmarked crossing place with curb cuts or incorporated
into a marked crossing.
• The yield line pavement marking should be aligned with the
edge of the splitter island.
• Avoid over signing at roundabout locations to avoid confusion
when driving.
• Neither landscaping nor warning and directional signs should
obstruct a driver’s line of sight at roundabouts.
• When pedestrian and bicycle crossings are added to an approach
of a roundabout, all measured indicators show a significant increment
to that approach, as well as a variable reduction for the other approaches.
Because the location of the crossing is on one approach only, the
vehicles that stop for pedestrians and/or bicycles crossing the approach
create a gap that is in turn utilized by the entities at the other
locations of the roundabout.
• The introduction of bicycle lanes reduces the average overall
times in the roundabout for the vehicles on the north and south approaches,
while the overall time for the vehicles on the west and east approaches
tends to increase. Due to the dearth of modern roundabouts in South
Florida, several observations were made at traffic circles. Also,
the values for average speeds and follow-up time were observed at
only one roundabout located in Boca Raton. Thus, further work is
recommended to determine precisely the impact of different bicycle
and pedestrian treatment at roundabouts.
This research project was conducted by L. David Shen,
Ph.D, P.E., at Florida International University. For more information,
contact Project Manager, Beatriz Caicedo, P.E., at (954) 777- 4336,
beatriz.caicedo@dot.state.fl.us
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