TY - BOOK
T1 - Maanteiden tasoliittymien turvallisuus
T2 - Onnettomuudet vuosina 2011-2015
AU - Peltola, Harri
AU - Malin, Fanny
N1 - Project code: 111413
PY - 2016
Y1 - 2016
N2 - The objective was to update the knowledge of safety at
road intersections (at-grade junctions), for inclusion in
this study and in road planning instructions. No new
re-search results were found that substantially change
the perception of what influences the safety of
intersections. Different ways of defining intersection
accidents were al-so examined, as no internationally
recognised definition is found in the literature. This
study examined all injury accidents, excluding
animal-related accidents that oc-curred no more than 100
m from an intersection in urban areas and maximum 200 m
in rural areas. Shorter distances have been used when an
accident location was specified to a particular section
of road or intersection. Traffic volume on roundabout
arms was estimated, as this information is not given in
the national road databank.
The risk of injury accidents and especially fatalities
was higher at four-way than at three-way intersections.
Accident costs averaged 5.4 cents and 3.0 per arriving
ve-hicle at four-way and three-way intersections,
respectively. According to previous research and the
results of this study, the risk of injury accidents and
fatalities is lower at roundabouts than at three-way
intersections, and thus even lower compared to four-way
intersections. The accident cost for roundabouts was 2.2
cents per arriv-ing vehicle. Roundabouts are commonly
used in urban areas, which might explain some of the
differences in accident costs.
Number of arriving vehicles and intersection type are the
variables that most strong-ly affect the number of
accidents at intersections. Accident models confirm the
earli-er assumption that as the share of vehicles
approaching an intersection from a minor road rises, so
does the injury accident risk at both three- and four-way
intersections, for both vehicle traffic and vulnerable
road users (pedestrians, bicyclists and mo-pedists).
However, when a rise in the overall daily amount of
approaching vehicle traffic is considered, the accident
risk falls for the vehicles but not for vulnerable road
users. The risk to vulnerable road users is high,
especially on the lower-grade traffic network and in
urban areas, both at three- and four-way intersections.
The study did not reveal any new information on safety
justifications for staggered intersections, or how such
staggering would be done. The injury accident risk seems
to be lower at intersections staggered right-to-left
compared with left-to-right, but the opposite is true
regarding fatality risk. In addition to random variation,
these differ-ences may depend on how and where the
staggering is done.
Differences in fatality risk at intersections were mainly
attributed to intersection type and speed limit. In the
accident model, the fatality risk at four-way
intersections in areas with a 100 km/h speed limit was
found to be three times higher than in other speed limit
areas. Even though, a 100 km/h speed limit is usually
only allowed on roads with a high safety level.
AB - The objective was to update the knowledge of safety at
road intersections (at-grade junctions), for inclusion in
this study and in road planning instructions. No new
re-search results were found that substantially change
the perception of what influences the safety of
intersections. Different ways of defining intersection
accidents were al-so examined, as no internationally
recognised definition is found in the literature. This
study examined all injury accidents, excluding
animal-related accidents that oc-curred no more than 100
m from an intersection in urban areas and maximum 200 m
in rural areas. Shorter distances have been used when an
accident location was specified to a particular section
of road or intersection. Traffic volume on roundabout
arms was estimated, as this information is not given in
the national road databank.
The risk of injury accidents and especially fatalities
was higher at four-way than at three-way intersections.
Accident costs averaged 5.4 cents and 3.0 per arriving
ve-hicle at four-way and three-way intersections,
respectively. According to previous research and the
results of this study, the risk of injury accidents and
fatalities is lower at roundabouts than at three-way
intersections, and thus even lower compared to four-way
intersections. The accident cost for roundabouts was 2.2
cents per arriv-ing vehicle. Roundabouts are commonly
used in urban areas, which might explain some of the
differences in accident costs.
Number of arriving vehicles and intersection type are the
variables that most strong-ly affect the number of
accidents at intersections. Accident models confirm the
earli-er assumption that as the share of vehicles
approaching an intersection from a minor road rises, so
does the injury accident risk at both three- and four-way
intersections, for both vehicle traffic and vulnerable
road users (pedestrians, bicyclists and mo-pedists).
However, when a rise in the overall daily amount of
approaching vehicle traffic is considered, the accident
risk falls for the vehicles but not for vulnerable road
users. The risk to vulnerable road users is high,
especially on the lower-grade traffic network and in
urban areas, both at three- and four-way intersections.
The study did not reveal any new information on safety
justifications for staggered intersections, or how such
staggering would be done. The injury accident risk seems
to be lower at intersections staggered right-to-left
compared with left-to-right, but the opposite is true
regarding fatality risk. In addition to random variation,
these differ-ences may depend on how and where the
staggering is done.
Differences in fatality risk at intersections were mainly
attributed to intersection type and speed limit. In the
accident model, the fatality risk at four-way
intersections in areas with a 100 km/h speed limit was
found to be three times higher than in other speed limit
areas. Even though, a 100 km/h speed limit is usually
only allowed on roads with a high safety level.
KW - at-grade junction
KW - safety
KW - accident model
M3 - Report
SN - 978-952-317-346-0
T3 - Liikenneviraston tutkimuksia ja selvityksiä
BT - Maanteiden tasoliittymien turvallisuus
PB - Liikennevirasto
ER -