Evidence on performance
Impacts of 20 mile per hour zones in London
The London School of Hygiene & Tropical Medicine have undertaken two studies of the impacts on collisions and casualties road of 20 mile per hour zones in London. One report focuses on the overall impacts and the other on the impacts on inequalities in the city (Grundy et al. 2008a; Grundy et al. 2008b). The studies were promoted by perceived need for robust evidence on the impacts of the 20mph zones which: ‘in London [have] increased year on year since they were first introduced in 1990/91, to a total 399 zones by 2007/08, with some Boroughs far more enthusiastic about adoption than others’ (2008a, p.5). The methodology of the studies is described in detail in the reports, and took account of characteristics of each 20mph zone and the impacts of the zone over time.
The studies analysis found “a 42% reduction (95% CI 36%, 48%) in all casualties within 20 mph zones compared with outside areas, adjusting for an annual background decline in casualties of 1.7% on all roads in London. The largest effects of 20 mph zones were found for all casualties aged 0 -15 killed or seriously injured (KSI) and for car occupants. A reduction was evident for all outcomes examined. In areas adjacent to 20 mph zones, reductions compared with outside areas were evident for most outcomes, except for those killed” (2008a, p.6).
“The effects of 20 mph declined over time, although those implemented in the most recent years (2000-2006) still had an effect of reducing all casualties by 23% (95% CI 15%, 30%) within the 20 mph zone, and 3% (95% CI -1%, 7%) in adjacent areas,” (2008a, p.7). The study indicated “some evidence that 20 mph zones are more effective in reducing KSI casualties in less deprived areas compared to more deprived areas” (2008a, p.7).
Objective |
Scale of contribution |
Comment |
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The London study found “some evidence that 20 mph zones are more effective in reducing KSI casualties in less deprived areas compared to more deprived areas” (2008a, p.7). This should be considered alongside matters of whether more deprived areas have higher casuality rates and so begin from a position of greater disadvantage. Further it should be considered alongside evidence on inequalities in rates of KSI faced by users of different travel modes, and potential benefits to those groups of lower speeds. |
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The London 20mph studies found positive benefit-cost ratios for introduction in zones with over 0.7 casualties per year per km. |
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= Weakest
possible positive contribution, |
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= strongest
possible positive contribution |
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= Weakest
possible negative contribution |
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= strongest
possible negative contribution |
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No contribution |
Meta analysis of case studies
The Handbook of Road Safety Measures (Elvik & Vaa 2003), provides a comprehensive survey of road safety measures, includes meta-analysis of a large number of studies on the effects of different speed limitation and enforcement measures as well as road markings. The meta-analysis assigns statistical weights to studies by sample size and sorts them by design quality and thus gives the most systematic overview of impacts, especially on traffic safety. The evidence of performance described is mainly based on this information. For environmental impacts the TØI Environmental Handbook (Kolbenstvedt et al 1999) is used as well.
Context
The studies included are from several countries; e.g. Australia, Canada,
Denmark, Finland, Germany, Great Britain, Norway, Sweden, Switzerland,
and USA.
Impacts on demand
The measures in this area are not primarily intended to affect transport
demand, and most impact studies concern effects on speed and accidents.
Indirect impacts on demand will have to be derived from knowledge about
speed impacts.
Reductions in speed limits and transition from unrestricted speed to
speed limits have been introduced in a number of countries. On average
a reduction of the legal speed limit with 10 km per hour will result in
a speed reduction of 3 km per hour. Though many drivers exceed the speed
limits, implementing lower speeds increase the time taken to travel and
transport goods. By reducing speed from for example, 80 to 70 km per hour
for a 60 km trip, travel time increases from 45 minutes to around 51 minutes.
Physical speed-reducing devices reduce speed. This can induce individual
vehicle delays and can deter traffic, especially heavy vehicles. It has
not been shown that these effects always occur. On a typical access road
with a length of up to 0.5 kilometres, a reduction in speed from 35 km
per hour to 25 km per hour will lead to a delay of a maximum of 20 seconds
per car. It is not known whether humps create problems for winter maintenance
of roads.
It has also been shown that traffic volume goes down on roads where humps
are constructed (e.g. Webster & Mackie 1996). On average, the reduction
in traffic is around 25% (-33%; -14%). This indicates that the actual
roads had a certain amount of through traffic before the humps were constructed.
Stationary and automatic camera speed enforcement affects the speed level
and gives an average speed reduction of around 2 km per hour. The halo
effects in time and space show that the reductions can be maintained from
2 days up to 10 weeks after increases in enforcement procedures end. The
distance-halo effect which has been demonstrated, varies between around
1 km and 22 km from the point where the stationary enforcement took place
(Ragnøy 2002). It is not known to what extent drivers compensate
with higher speeds outside areas which they suspect are monitored manually
or automatically.
Speed camera can to some extent give raise to "kangaroo driving".
This may interfere with the flow of traffic, but the effect of this measure
on demand and travel choices is not sufficiently known.
Figure 2: Longitudinal speed profile E6 Hedmark. Speed limit 90km/h.
Relative average speed before and after speed cameras in km/h. (Adjusted
for changes in comparison sites). Change in average speed in km/h. Copyright
ã TOI
Drivers who have had their driving licence withdrawn due to speed enforcement,
will have their individual mobility reduced for as long as the driving
licence is withheld.
Effects of road marking on speed vary, and the results differ. Both decreased
and increased speed are found.
Impacts on Supply
Speed limitation and enforcement does not occupy road space, i.e. capacity.
Lower speeds may have an effect in that the average speed on the actual
road is reduced, thus increasing travel time for the individual, assuming
that there are no capacity problems. Lower speed can also induce congestion
when capacity is limited. However, reducing average speed can also lead
to less dispersion and a more even level of speed, so that the flow of
traffic eventually improves and the road capacity can be better utilised.
This is especially important when traffic is heavy.
Road marking aimed at reserving certain parts of the road for certain
traffic groups will alter the supply between different road users.
Other Impacts – Traffic safety
The objective of speed limitation and enforcement is to reduce traffic
accidents. Meta-analysis of some hundreds of studies, clearly show that
this objective is achieved (Elvik &Vaa 2003). If we look at speed
limitation it may be concluded that a majority of the results show reductions
in the number of traffic accidents. Very often, these reductions are also
statistically significant. Furthermore, these measures are the most cost-effective
traffic safety measures of all (Elvik 1999 and 2000). On the contrary
roadmarking measures have no statistical significant effect on accidents.
Taking all types of accidents and levels of severity together, stationary
speed enforcement is associated with a 2% reduction in accidents, while
speed cameras give a reduction of 19 %, both statistically significant,
see table 3. As to stationary speed enforcement the effect is largest
for fatal accidents, which are reduced by 14%. Speed cameras appear to
have a greater effect in densely populated areas (28% reduction) than
in sparsely populated areas (4% reduction). The area of effect is limited
to the road where speed cameras are installed.
Table 3: Best estimate and confidence interval for accidents of stationary
and automatic speed enforcement. Percentage change in the number of accidents.
(Source: Elvik & Vaa 2003)
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Percentage change in the number of accidents
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Accident remedial measure
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Types of accidents affected severity, area type
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Best estimate
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95% Confidence interval
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Stationary speed enforcement |
All
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- 2
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(- 4; - 1)
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Fatal accidents
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- 14
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(- 20; - 8)
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Injury accidents
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- 6
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(- 9; - 4)
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Property damage only accidents
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+ 1
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(- 1; + 3)
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Automatic speed enforcement (ATE)
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All
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- 19
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(- 20; - 18)
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Injury accidents
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- 17
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(- 19; - 16)
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All accidents in densely populated areas
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- 28
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(- 31; -26)
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All accidents in sparsely populated areas
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- 4
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(- 6; - 2)
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Table 4 shows that humps reduce the number of injury accidents, with
a given amount of traffic, by around 50 %. Rumble strips and speed zones
also have a significant positive effect, around 30% on accidents. The
majority of results come from simple before- and after- studies, which
have not controlled for regression-to-the-mean in the number of accidents.
On the other hand, a number of studies have measured changes in both the
amount of traffic and speed levels in roads where the measures have been
introduced.
Table 4: Effects on accidents of speed-reducing devices. Percentage change
in the number of accidents. (Source: Elvik & Vaa 2003)
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Percentage change in the number of accidents
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Accident remedial measure
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Types of accident affected Severity and place
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Best estimate
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95% Confidence interval
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Humps – effect on roads with humps
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All injury accidents
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-48
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(-54; -42)
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Humps – effect on surrounding roads
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All injury accidents
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-6
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(-9; -2)
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Raised intersections (plateau intersections)
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Injury accidents at intersections
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+5
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(-34; +68)
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Property damage accidents only at intersections
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+13
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(-55; +183)
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Rumble strips (especially in front of intersections)
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Injury accidents at intersections
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-33
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(-40; -25)
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Property damage accidents only at intersections
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-25
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(-45; -5)
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Accidents at intersections – unspecified severity
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-20
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(-25; -5)
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Speed zones (30 km per hour (20 mph) zones in residential
areas, with humps)
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All injury accidents
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-27
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(-30; -24)
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All property damage only accidents
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-16
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(-19; -12)
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The main impression from the meta-analysis in the Handbook of Road Safety
Measures (Elvik & Vaa 2003) is that the majority of road marking measures
appear to have relatively little effect on the number of accidents. Changes
in the number of accidents are in many cases not greater than + / - 5%
and are, as a rule, not statistically significant. The exception to this
rule are profiled edge lines, which appear to reduce the number of driving
off the road accidents by around 30%, and distance markers on motorways,
which reduce the number of accidents by more than 50%. The idea of distance
markers is to help car drivers maintain an adequate distance from those
in front. A combination of several road marking measures appears to have
a more favourable effect on the number of accidents than individual road
marking measures, see table 5.
Table 5: Effect on accidents of different effective road marking measures.
Percentage change in the number of accidents. (Source: Elvik &
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Percentage change in the number
of accidents |
Accident remedial measure
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Types of accident affected severity, place
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Best estimate
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95% Confidence interval
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Profiled edge line (shoulder rumble strip)
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All injury accidents
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+2
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(-17; +26)
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Driving off the road accidents, Unspecified degree of injury
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-31
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(-45; -15)
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Distance markers (angle symbols) on motorways
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Injury accidents on motorway
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-56
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(-76; -19)
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Edge lines and background / directional markings in curves
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All injury accidents
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-19
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(-46; +23)
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Combination of edge lines and centre lines
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All injury accidents
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-24
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(-35; -11)
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Combination of edge lines and centre lines
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All injury accidents
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-45
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(-56; -32)
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Vaa 2003)
Explanations for these results are little known. However, a number of
studies have shown that different types of road markings can lead to higher
speeds, see the paragraph on the effect on mobility.
Other
Impacts – Environment
The environmental effects of road traffic depends, among other things,
on the amount of traffic, the speed, the variation in speed, the composition
of the traffic, the road alignment and the road surroundings. A significant
change in environmental effects can be achieved by changing these conditions.
Measures that improve the quality of traffic flow, i.e. which reduce queuing
problems and lead to more even speeds, normally reduce the environmental
problems along a road. The same is true of measures that reduce the amount
of traffic.
Speed reductions however, have both positive and negative impacts on
the environment.
Measures that reduce speed will in general have a favourable effect on
the noise level. Specific measures like Rumble strips can however increase
the noise level by 2-6 dBA. The increase in noise levels will be lowest
for paving stones and highest for grooves in the road surface.
The global effects are related to energy consumption and greenhouse gases.
Speed reduction at high speeds will reduce energy consumption and CO2,
but at lower speeds the effect is opposite. For light traffic the energy
consumption per km is high when starting, and decreases up to speeds of
40 km per hour. At speeds of 70 –80 km per hour the wind resistance
will again increase energy consumption. Heavy vehicles have the same pattern,
but the energy consumption will increase already form about 50 km per
hour.
Local environmental impacts depend most strongly of the car’s age,
driving style, cold starts and are also to some extent dependent on local
geography. Speed is a less important factor below speed of 120 km pr hour.
The clearest positive impact on pollution is that lower speed will reduce
recirculation of dust particles (Amundsen & Ragnøy 2002). For
modern cars no evident positive effects of lower speed as such are found
on other local pollutants. Catalyst cleaning of exhaust from modern gasoline
fuelled cars is not dependent on speed (SSB & SFT 1999).
If increased congestion involves variable driving speeds, local emissions
will increase. More even speeds will reduce emissions. Driving pattern
and transient driving have stronger environmental effects than the speed
as such. The impacts of speed limitations on the driving pattern is less
known.
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