1. International Road Federation
Road Safety Impact Assessment
{ Quantification Challenges for Worldwide
Application
Basil Psarianos, Professor
National Technical University of Athens,
Greece
Providing Infrastructure that improves Road Safety
Bucharest, May 10-11, 2011
2. Directive 2008/96/EC on Road Infrastructure Safety Management
ONLY for the Trans-European Road Network
Providing Infrastructure that improves Road Safety
Bucharest, May 10-11, 2011 2
3. Road
Road Safety
Road Safety Road Safety Network
Impact
Audits Inspections Safety
Assessment
Management
PROACTIVE
Road Safety Impact Assessment: A Proactive
Design Decision Process for Road Safety
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Bucharest, May 10-11, 2011 3
4. Strategic Level of Decision Making for Road Design
and Planning
New Roads and Substantial Modifications of
existing Roads
Safety Implications of Design and Planning
Alternatives
Safe Route Planning
All Road Projects
Prerequisite for Approval of any Road Project
Safety Considerations associated with Alternative
selected
Cost-beneficial Component of Alternative
AIM of RIA for New & Old Roads
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5. Elements of a road safety impact assessment:
(a) problem definition;
(b) current situation and ‘do nothing’ scenario;
(c) road safety objectives;
(d) analysis of impacts on road safety of the proposed alternatives;
(e) comparison of the alternatives, including cost-benefit analysis;
(f) presentation of the range of possible solutions.
Elements to be taken into account:
(a) fatalities and accidents, reduction targets against ‘do nothing’ scenario;
(b) route choice and traffic patterns;
(c) possible effects on the existing networks (e.g. exits, intersections, level
crossings);
(d) road users, including vulnerable users (e.g. pedestrians, cyclists,
motorcyclists);
(e) traffic (e.g. traffic volume, traffic categorization by type);
(f) seasonal and climatic conditions;
(g) presence of a sufficient number of safe parking areas;
(h) seismic activity.
RIA Content
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6. Denmark
Germany
Finland
Lithuania
Netherlands
Portugal
Slovakia
RIA: An Old Story (more or less)
for some Members States
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7. One Dimensional (Major Roadwork, Road Facility,
Reconstruction)
Engineering Judgment
Literature Review
Local Network Impact
C-B Analysis
Two Dimensional (Areal Level)
Baseline Situation (year 0)
Future Situation w/o Measures (Autonomous
Development)
Road Safety Alternatives
C-B Analysis
Optimization of Alternatives for best C-B ratio
Two Types of RIA
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10. There is actually NO Safety!
Instead there is RISK
RISK (R) is a combination of Crash
Severity (SH) and its Probability (p):
R=SH*p or
R p(SH) d(SH)
Safety Impact Assessment
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11. Different Sections and Characters (after H. Heinz)
A:Local Entrance Street
B:Local Entrance Street D:Central Square F:Local Entrance Street
C:Shopping Street E:Shopping Street G:Local Entrance Street
VII SEMINARIO
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12. Can Someone define EXACTLY for each Section the
appropriate:
Design Speed?
Cross-Section?
Curvature?
Intersection Form and Type?
Equipment?
Traffic Characteristics?
ETC?
Safety Impact Assessment
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13. Evidence-Based Road Safety:
The conscientious
and judicious use of
{ current best evidence
in providing
road safety for
individuals,
facilities, and
transportation
systems.
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14. RISK LOSS
Number _ of _ Crashes Number _ of _ Victims
Roadsafetyimpact Exposure
Exposure Number _ of _ Crashes
Safety Impact Assessment
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15. • E(λ)=Expected Number of Accidents
• Q=Traffic Volume for Major & Minor
Road
• β=Elasticity
• γi=Coefficients
• xi=Risk Factors
•
Usual Prediction Model
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17. Accident Modification Factors (AMF)
Accident Modification Factor is a constant
or equation that represents the change in
safety following a change in the design or
operation of a facility.
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18. Crash Reduction Factor: CRF
Crash Reduction Factor is a
constant that represents the portion
of crashes reduced as a result of a
safety improvement (e.g., add a left-
turn bay)Reduction location or
Crash at a specific Factor:
along a specific road segment.
CRF
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Bucharest, May 10-11, 2011 18
19. CRF:
Nw
CRF 1
Nw / o
CRF = crash reduction factor associated with a specific improvement;
Nw = expected number of crashes with the improvement, crashes/yr;
and
Nw/o = expected number of crashes without the improvement,
crashes/yr.
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30. By EZRA HAUER
Cost-Benefit Analysis
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31. By Ezra Hauer,
TRB 2011
Cost-Benefit Analysis
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Bucharest, May 10-11, 2011 31
32. By Ezra Hauer,
TRB 2011
Cost-Benefit Analysis
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Bucharest, May 10-11, 2011 32
33. By Ezra Hauer,
TRB 2011
Cost-Benefit Analysis
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Bucharest, May 10-11, 2011 33
34. Public Consensus: For Example Access
Management
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35. Typical Example: people assess property
rights higher than road safety
Public consensus, ie is prohibition of property
access possible?
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37. QUANTIFICATION
PROBLEMS
Knowledge Gap
Data Sets
Modelling
Calibration Factors
Statistical Evidence
Traffic Forecasting
CBA Weaknesses
RIA: Conclusions
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38. Setup a Plan and Action
Program at International
/ EU and National / Local
Level to address the
quantification problems
of Road Safety Impact
Assessment and get the
public consensus for it!
RIA: Conclusions
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Bucharest, May 10-11, 2011 38
40. Engineer’s Role in Informal
RIA Application
SAFETY: NOMINAL vs SUBSTANTIVE SAFETY i.e.
Guidelines vs Performance, or
Rhetoric vs Reality
FLEXIBILITY to make Professional Design Choices
AND Assuming Responsibility for them
PRACTICAL DESIGN
RIA: Conclusions
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Bucharest, May 10-11, 2011 40
41. International Road Federation
Basil Psarianos,
Nat’l Tech. Univ. Athens, Greece
bpsarian@mail.ntua.gr
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Bucharest, May 10-11, 2011 41