Title: Incorporating Safety into Design
1Incorporating Safety into Design
- CE 453 Highway Design
- February 21, 2007
Jerry Roche, P.E. Transportation Safety
Engineer FHWA Iowa Division
2Outcomes
- Define Safety
- Describe the background of design criteria to
achieve safe highway operations - Define Nominal and Substantive Safety
- Apply Engineering Judgment
3The State of Safety in the US
- 43,443 traffic fatalities in 2005 (the highest
since 1990) - Fatality rate increased (first increase since
1986) - Traffic crashes and deaths cost the country 230B
annually
Jack Trice Stadium Iowa State University
4Our customers -- the traveling public, highly
value safety
- Participants from focus groups agreed that
safety is the most important transportation
concern.
NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM
NCHRP Report 376
Customer-Based Quality in Transportation
Transportation Research Board National Research
Council
5What does Safety mean?
an absolute
6A highway engineers view of safer
7Is this road less safe or more safe?
8What factors contribute to safety performance of
a roadway?
- Traffic volume (exposure to risk), including
traffic mix - Driver behavior
- Speed (including speed differential)
- Alcohol drug use
- Seatbelt and helmet use
- Distraction
- Highway Geometry
- Alignment
- Cross-section
- Roadside
- Intersections
9Role of Road Design in Crash Prevention
- Design can reduce
- Incidence of human error
- Chance of human error resulting in crash
- Severity of the consequences of crashes
- How a particular highway is built (Engineering)
impacts both the number and severity of crashes
10AASHTO Policies and State design manuals
represent safe design practice in the minds of
many
DOT Design Manual
Safe Design Practices The often
unasked questions are--
Is a road designed to meet current standards as
safe as it can be?
Is a road designed to meet current standards as
safe as it should be?
11What factors influence Design Criteria?
12Are these design decisions based on safety?
- Select minimum lane and shoulder width per
functional class and traffic volume - Select curves and tangents to fit terrain,
right-of-way - Select grades to balance earthwork and minimize
right-of-way - Select minimum vertical curves per design speed
and grades
- Cross Section
- Horizontal Alignment
- Vertical alignment
- Grade
- Vertical curvature
13An insight -- Design criteria are generally
structured and used as limiting -- why is this
so?
- Minimum value of Middle Ordinate
- Minimum width of shoulder
- Minimum clear zone
Is the minimum always sufficient?
Are there ever times when the minimum might be
excessive?
14Link Between Standards and Safety
- How can we make highways sufficiently safe?
- Does applying standards achieve it?
- How about cost-benefit?
- What can road professionals do?
15AASHTO Green Book
- The intent of this policy is to provide
guidance to the designer by referencing a
recommended range of values of critical
dimensions. It is not intended to be a detailed
design manual that could supercede the need for
the application of sound principles by the
knowledgeable design professional. Sufficient
flexibility is permitted to encourage independent
designs tailored to particular situations. - - Foreword, page xli, A policy on Geometric
Design of Highways and Streets
16Two Ways to Look at Safety as Engineers and
Planners
- Nominal Safety is examined in reference to
compliance with standards, warrants, guidelines
and sanctioned design procedures - Substantive Safety is the performance of the
roadway as measured in terms of crashes,
including their frequency, type and severity.
Ezra Hauer, ITE Traffic Safety Toolbox
Introduction, 1999
17Aspects of Nominal Safety
- Roadway design must enable road users to behave
legally - Roadway design should not create situations with
which a minority of road users have difficulties - Owning agency requires protection against claims
of moral, professional and legal liability
18Some nominally safe locations are substantively
unsafe
Design Speed on Tangent 60 mph
- Sharp Curve after long Tangent
- Curve Design Speed of 35 mph is acceptable and
provided for in AASHTO Policy - Speed differential value gt 12 mph pose high
safety risk of 10 higher crash rates
Speed Differential 60 mph 35 mph 25 mph
19When design criteria can not be met, is it always
true that substantive safety is compromised?
DOT Design Manual
Safe Design Practices
Design Exceptions Report Project xx
?
20Some locations with nominal safety problems have
no history of crashes
21Aspects of Substantive Safety
- A function of what resources are available
(roadway design, maintenance, enforcement,
emergency medical services) - A function of the context of the location
22Substantive Safety is Context Sensitive
- What types, frequency and
- severity of crashes would
- you expect here?
-
-
-
- How much different would
crashes be for this
road?
23Issues to ponder when considering the
relationship between nominal and substantive
safety
- What is the basis for the design values referred
to in criteria? - How do we apply the values in actual design?
- What factors beyond the control of the designer
influence safety? - How much do we really know about the relationship
of highway features to safety?
24- Philosophical Considerations in Highway Design
-- - The direct application of established design
criteria or standards (i.e., nominal safety) is
no assurance that a certain quality of design
(i.e., level of substantive safety) will be
achieved--indicating that such criteria are not
sufficient in themselves. - Philosophical Considerations in Highway Design,
from Dynamic Design for Safety -- Jack E.
Leisch, 1974
25Where should we focus our efforts?
Nominal Safety
Does Not Meet
Meets
Meets
Substantive Safety
Does Not Meet
26How can we provide substantive safety?
- Determine if there are any safety problems
- Using detailed crash data
- Perform a safety audit (field review by
professionals) - Talk to law enforcement
- Then, design accordingly and document your
decisions
27Safety Analysis
- The crash rate is 41/HMVM which is lower than
the statewide rural average of 63/HMVM. - Concept for I-80 reconstruction project
- However,
- 5 fatal 40 personal injury crashes (20)
- One of the highest cross-median fatal and major
injury crash locations in the state
28Safety Analysis
- There are three horizontal curves with a degree
of curvature greater than 6?. Crash data analysis
revealed no serious problems related to the
curves. - These curves will not be reconstructed as part
of this project. However, safety measures, such
as maintaining a right of way free of
obstructions and providing appropriate warning
signs, will be considered. - Concept for IA 281 reconstruction project
29Key Safety Principles and Design
- No highway is safe, only safer or less so
- We know how to make highways safer
- Law of diminishing marginal returns applies
- Money should be spent effectively
30Closing Points
- Regardless of your position, safer IS your
responsibility
The care of human life happinessis the first
and only objective of good government Thomas
Jefferson
31Questions and Discussion