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Application of the AASHTO Highway Safety Manual (HSM) Karen Dixon, Ph.D., P.E. Email: [email protected] 1

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  • Application of the AASHTO Highway Safety Manual (HSM)

    Karen Dixon, Ph.D., P.E.

    Email: [email protected]

    1

  • HSM Overview

    2

  • Integrate Safety

    into Decision

    Processes

    3

    Need

  • Safety Trade-Offs?

    What Do You Do?

    Safety Right-of-Way

    Costs

    Environment

    4

  • Nominal Safety Substantive

    Safety

    Standards

    Compliance

    Highway Safety has Two

    Dimensions

    5

    Expected or Actual

    Crash Frequency

    and Severity

  • Nominal Safety is

    an ABSOLUTE

    Substantive

    Safety is a

    CONTINUUM

    CR

    ASH

    RIS

    K

    DESIGN DIMENSION

    Gre

    ate

    r

    Greater

    Design Exception Insights

    6

  • HSM Vision Akin to HCM

    Definitive; represents quantitative ‘state-of-the-

    art’ information

    Widely accepted within professional practice of

    transportation engineering

    Science-based; updated regularly to reflect research

    1

    2

    37

  • Common Impacts for

    Project Level Decisions?

    Safety Environmental Traffic Right-of-Way CostsImpacts Impacts Operations

    Design

    Criteria

    (nominal

    safety)

    Mo

    re Q

    uan

    tita

    tive

    Gre

    ate

    r W

    eig

    ht

    Substantive Safety

    The HSM

    • Traffic Noise

    Models

    • Air Quality Models

    • 3-D Visualization

    • Environmental

    Assessments

    •Traffic

    Operations /

    Microscopic

    Simulation

    •Construction

    Plans

    • Cost Models

    • Real Estate

    Appraisals

    • DOT

    Databases

    8

  • >> 0 >> 1 >> 2 >> 3 >> 4 >>

    Design

    Existing Conditions Alternative 1

    Alternative 2 Alternative 3 9

  • 10

    Vol. 1 (Part A)

    IntroductionHuman Factors Fundamentals

    Vol. 3 (Part D)

    Crash Modification Factors (CMFs)

    Vol. 1 (Part B)

    Roadway Safety Management

    Process

    Vol. 2 (Part C)

    Predictive Method

  • SPFs

    • Calibrate SPFs for LOCAL conditions

    • Weight with EB Method

    11

  • Expected Crashes

    = CMF x

    (base condition crashes)

    You can remember it as

    “M is for multiply”

    Crash

    Modification

    Factor

    CMF

    a''conditionwithfrequencycrash averageExpected

    b''conditionwithfrequencycrash averageExpectedCMF

    12

  • CMF Example

    Expected crashes

    = CMF x (base condition crashes)

    = 0.9 x (base condition crash frequency)

    CMF = 0.90

    13

    Represents a 10%

    Reduction in Crashes

  • Snapshot of How HSM Works

    14

  • The Value of the HSM

    • Provides proven and vetted science-based approach to quantifying safety effects of decisions and actions we contemplate

    • Provides common knowledge base, language and basis for reasoned safety judgments

    • Allows incorporation of safety to same level of importance as other factors

    • Does not increase risk of tort liability

    15

    It does not force or require you to

    do anything, it merely helps you do

    a better job

  • Measuring Safety

    SUBJECTIVE SAFETY

    • Perception

    • Values vary among

    observers

    OBJECTIVE SAFETY

    • Quantifiable

    • Independent of the

    observer

    16

  • The HSM uses crashes

    as a measure of

    safety

    What is

    Safety?

    17

  • >> 0 >> 1 >> 2 >> 3 >> 4 >>

    Crashes

    18

  • >> 0 >> 1 >> 2 >> 3 >> 4 >>

    Random Events

    19

  • Rare Events

    Relative Proportion of Crash Events

    20

  • A

    B

    C

    O

    K

    Crash Severity

    Categories in the HSM

    21

  • A

    B

    C

    O

    K K crash

    One or more persons died

    within 30 days of the crash

    22

  • A

    B

    C

    O

    K A crash

    Incapacitating injury

    23

  • A

    B

    C

    O

    K B crash

    Non-incapacitating evident injury

    24

  • A

    B

    C

    O

    K C crash

    Possible injury

    25

  • A

    B

    C

    O

    K O crash

    No injuries - reportable

    property damage resulted from

    crash

    26

  • A

    B

    C

    O

    K Crash Severity

    Most severe injury controls

    level of crash severity

    27

  • Available Tools and Resources to Help Apply

    28

  • 29

  • 30

    Diamonds represent data needs

    Squares represent assessment tools

    Circles represent assessment methods

    30

  • Companion Software

    HSM Part Supporting Tool

    Part B: Roadway Safety Management Process

    SafetyAnalyst

    www.safetyanalyst.org

    Part C: Predictive Methods

    IHSDM

    www.ihsdm.org

    Part D: Crash Modification Factors

    FHWA CRF/CMF Clearinghouse

    www.cmfclearinghouse.com

    31

  • HSM Part C Self-Calculating

    Spreadsheets at

    highwaysafetymanual.org

    32

  • Evaluating Options (example application)

    33

  • Evaluating Options (continued)

    34

  • Evaluating Options (continued)

    Total Crashes per Year FI Crashes per Year

    AlternativeIntersection

    CrashesSegment

    Crashes

    Predicted Crashes

    Intersection Crashes

    Segment

    Crashes

    Predicted Crashes

    Existing 12.80 4.3417.14

    (say 17)7.94 2.37

    10.31(say 10)

    Alternative 6.66 4.5411.20

    (say 11)3.33 2.49

    5.82(say 6)

    FI = fatality and injury

    35

  • Companion Resources &

    Documents• AASHTO Site: highwaysafetymanual.org

    • HSM Online Overview Course (FHWA-NHI

    380106)

    • Application of Crash Modification Factors (NHI

    380093) workshop

    • FHWA CMF Clearinghouse

    (cmfclearinghouse.org)

    • ITE Integration of Safety in the Project

    Development Process and Beyond: A Context

    Sensitive Approach

    36

  • HSM Is Not Just for

    Safety Experts!

    37

  • What‘s Next?

    • First Edition Published in 2010

    • Resources and Tools Continue to be Developed

    • Next Edition of the HSM Expected in 2019 or 2020

    • Production Contract for HSM V2 Signed Last Week (Team of Kittelson & Associates and Texas A&M Transportation Institute)

    38

  • Questions & Discussion

    39