4. Step Theory
n Design speed of successive
road elements should Q1
decrease gradually Q2
120 km/h - 100km/h - 80km/h - 50 km/h
n Goal: facilitate a safe transition
in operational speed, by road
design only
Figuur 1, Haarlemmermeeraansluiting
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5. Step Theory in practice
n Speed Q1 is multiple steps lower
¨ Krappe bocht door beperkt ruimtebeslag is geaccepteerd. Extra
aandacht voor compenserende maatregelen
n Speed between Q1 en Q2 differs multiple steps
n Speed of Q2 does not connect with the underling road
network
n Q1 en Q2 are separated by a short road section, by
which operational speeds at Q2 become too high
n It is unclear whether the deceleration lane can be seen
as a full step
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6. Main goal
n Validation of the Step Theory
To which extend does the step theory contribute to traffic safety at
ramps and F-F connectors on Dutch motorways?
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7. Subquestions
n What is the underlying basis of the step theory and is there literary
support for it?
n Is there a difference in speed profiles for the degree in which the
step theory is applied?
n Is there a difference in traffic safety for the degree in which the
step theory is applied?
n Is there a difference found between road types in relation to the
degree in which the step theory is applied, measured in speed and
crash rate?
n Is there a difference found between road configurations in relation
to the degree in which the step theory is applied, measured in speed
and crash rate?
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10. Subquestions
n What is the underlying basis of the step theory and is
there literary support for it?
n Which independent factors are of influence on
operational speeds and traffic safety in motorway curves
as well?
n Which road configurations are of interest for this study?
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11. Conclusies [1]
n Hardly any studies towards deceleration behaviour at
motorways
n Consistency theories on step size exist, though there is
no hard validation
n Consistency indicators, like:
¨ Variability in speed Crash rate
¨ Workload, hart rate variability Road position
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12. Conclusies [2]
n Factors to take into account when analysing curves, like:
¨ Curve length
¨ Curve-tangent-curve
¨ Road signs
n Deceleration behaviour on deceleration lanes is likely to
be dependent on the first curve radius
n No literature on differences between connector roads
and ramps
n Configurations
¨ No curve-tangent-curve
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19. Indicators Driving simulator [3]
n Calculating smoothness
¨ Standerdize over time – absolute difference over time
step – summation to obtain one value
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21. Limitations driving simulator
n No hights
¨ No interchange
n No superelevation
n Difference between ramp and connector
road difficult to simulate
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29. Where to start?
n Quickly gain a broad perspective on your
topic
n Set clear goals
n Structure your literature study and think of
how to present your output
n Reassess halfway!
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