hsm use and training karen k. dixon, ph.d., p.e. oregon state university

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HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

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Page 1: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

HSM Use and Training

Karen K. Dixon, Ph.D., P.E.Oregon State University

Page 2: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

Presentation Summary

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Page 3: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

I. WHAT IS THE HSM?Overview of the new HSM

Page 4: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

What is the HSM?

Page 5: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

The Vision of the HSM - A Document Akin To the HCM

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Page 6: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

WHAT THE HSM IS NOT

• The HSM does not set requirements or mandates• The HSM is not a best practice document for design or

operations.• The HSM contains no warrants or standards

and does not supersede other publications that do.

vs

Page 7: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

The HSM does not establish a legal

standard of care nor does it create a duty

to the public.

Page 8: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

II. WHY DO WE NEED THE HSM?

Overview of the new HSM

Page 9: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

Is This Road “Safe” or “Unsafe”?

What does safety really mean?

Page 10: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

Examined in reference to compliance with standards, warrants, guidelines and sanctioned design procedures

The expected or actual crash frequency and

severity for a highway or roadway

Highway Safety Has Two Dimensions

*Ezra Hauer, ITE Traffic Safety Toolbox Introduction, 1999

Page 11: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

CR

AS

H R

ISK

DESIGN DIMENSIONLane Width, Radius of Curve, Stopping Sight Distance, etc.

CR

AS

H R

ISK

DESIGN DIMENSIONLane Width, Radius of Curve, Stopping Sight Distance, etc.

Unlike Nominal Safety, Substantive Safety is a

Continuum

Substantive Safety Nominal Safety

Page 12: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

Nominal Safety versus Substantive Safety

CR

AS

H R

ISK

DESIGN DIMENSIONLane Width, Radius of Curve, Stopping Sight Distance, etc.

Low NominalLow

Substantive

Low NominalLow

Substantive

Low NominalHigh

Substantive

Low NominalHigh

Substantive

High NominalLow

Substantive

High NominalLow

Substantive

High NominalHigh

Substantive

High NominalHigh

Substantive

Page 13: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

Substantive Safety May Vary When Nominal Safety Does Not

Existing ConditionsExisting Conditions Alternative 1Alternative 1

Alternative 2Alternative 2 Alternative 3Alternative 3

Page 14: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

We’re Interested in Other Impacts for Project Level Decisions – What About

Substantive Safety?

Safety Environmental Traffic Right-of-Way Costs Impacts Impacts Operations

• Traffic Noise Model 1.0

• CAL3QHC• Mobile 5a• 3-D Visualization• CITYGREEN

• HCM• CORSIM• PASSER• TRANSYT7F• VISSIM

•Construction Plans•Cost Models•Real estate appraisals•DOT databases

Design Criteria (nominal

safety)

Mor

e qu

antit

ativ

e

Gre

ater

wei

ght

The HSM

Page 15: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

The HSM Contains Best Science &

Research

• Synthesis of previous research

• New research commissioned by AASHTO and FHWA

Page 16: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

III. HOW WAS THE HSM DEVELOPED?

Overview of the new HSM

Page 17: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

The HSM – A Ten-year Research And Development Effort

19991999 20002000 20032003 FutureFuture

Research, research and more research

2010201020072007

Page 18: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

Significant Effort & Professional Support

Produced the HSM• Joint

Subcommittee sponsored by 7 TRB committees

• Thousands of hours of volunteer effort

• Research program funded by NCHRP, AASHTO & FHWA

Page 19: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

Research Path to the HSM v.1

Page 20: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

IV. WHAT IS COVERED BY THE HSM?

Overview of the new HSM

Page 21: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

Outline of the HSM

Page 22: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University
Page 23: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

PART AINTRODUCTION, HUMAN FACTORS, &

FUNDAMENTALS

Page 24: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

Part BRoadway Safety Management Process

Network

Screening

Diagnosis

Countermeasure

Selection

Economic

Appraisal

Prioritization of

Improvement

Projects

4 5 6 7 8 9

Safety

Effectiveness

Evaluation

Page 25: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

Part CPredictive Method

• Methodology• Applications • Safety issues not

explicitly addressed by the methodology

• Example problems• References

Special Part C Special Part C Common ProceduresCommon Procedures

• Calibration• Combining predicted

with observed crashes

Page 26: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

Definition of HSM Terms

• Safety Performance Function (SPF) – a regression equation used for estimating the predicted crash frequency at a site for a given “base condition”

• Accident Modification Factor (AMF) – used to adjust the “base condition” in the SPF to specific site characteristics

• Calibration Factor (C) – adjusts average crash frequencies calculated from the SPF to local site conditions

Page 27: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

Predicting Crashes – Defining Roadway Segments and

Intersections

Page 28: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

HSM Regional SPF Calibration

Step 5 – Compute calibration factors for use in Part C predictive model

Step 1 – Identify facility types of interest

Step 2 – Select sites for calibration of each facility type

Step 3 – Obtain data for each facility type applicable to the calibration period

Step 4 – Apply the appropriate Part C predictive model to estimate expected crash frequency for each site during the calibration period

Page 29: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

Part DAccident Modification Factors

Page 30: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

V. WHO SHOULD USE THE HSM?

Overview of the new HSM

Page 31: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

Who Should Use the HSM?

Page 32: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

• Assess the system needs & identify projects/studies

• Program projects• Evaluate system-wide safety effects of

programs

Page 33: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

• Define problem(s) and assist in scoping• Identify potential solutions• Assess or evaluate multiple alternatives and

expected quantitative safety effects • Aid in identification of a preferred alternative

Page 34: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

• Evaluate safety of alternative design approaches• Assist in review & documentation of design

exceptions, variances and waivers• Inform decisions on construction staging, work

approaches, etc.

Page 35: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

• Monitor operations to maintain balance among safety, mobility and access.

• Evaluate the effectiveness of implemented improvements

Page 36: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

VI. WHEN WILL THE HSM BE AVAILABLE?

Overview of the new HSM

Page 37: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

Implementation Schedule

Page 38: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

Training & Outreach Activities

• Sept 2009 – Jan 2010– Conduct two or three multi-state pilot

courses• August 2009

– TRB Task Force Meeting• TRB 2010 Annual Meeting

– One-day workshop • Training materials, including “Train-the-

trainer” available upon HSM release

Page 39: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

VII. WHERE CAN ONE FIND MORE INFORMATION ABOUT THE HSM?

Overview of the new HSM

Page 40: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

http://www.highwaysafetymanual.org

Page 41: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

DATA NEEDS GUIDE

http://www.highwaysafetymanual.org

Page 42: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

Key Contacts

• AASHTO– Ken Kobetsky: [email protected], (202) 624-

5254– Jim McDonnell: [email protected], (202)

624-5448– Joel McCarroll: [email protected],

(202) 624-3632• AASHTO JOINT TASK COMMITTEE

FOR THE HSM– Don Vaughn, ALDOT,

[email protected], (334) 242-6319

Page 43: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

Key Contacts

• TRB/ NCHRP – Rick Pain: [email protected], (202)334-2964– Chuck Niessner: [email protected], (202) 334-1431

• TRB HSM TF: Development of a Highway Safety Manual– John Milton, [email protected], (360)704-6363

• TRB HSM TF: User Liaison– Geni Bahar (User Liaison Subcommittee of the TRB HSM

Task Force): [email protected], (416) 932-9272• TRAINING

– Karen Dixon (PI of NCHRP Project 17-38): [email protected], (541) 737-6337

Page 44: HSM Use and Training Karen K. Dixon, Ph.D., P.E. Oregon State University

The End

Questions?