Development of Analytical Tools to Evaluate Road Departure Crashes Using Naturalistic Driving Study Data
|
|
- Milo Dean
- 5 years ago
- Views:
Transcription
1 Development of Analytical Tools to Evaluate Road Departure Crashes Using Naturalistic Driving Study Data Safety Research Symposium Strategic Highway Research Program 2 Transportation Research Board July 26-27, 2007 Research Team: The Center for Transportation Research and Education (CTRE) at Iowa State University and the University of Iowa Shauna Hallmark, Tom Maze, Linda Boyle, Reginald Souleyrette, Neal Hawkins, Tom McDonald, Omar Smadi, Alicia Carriquiry
2 Iowa s Roadway-Related Fatal Crashes 52% of Iowa s fatalities are related to Lane Departure 39% of Iowa s fatal crashes are single-vehicle Run-Off-the-Road (ROR) crashes
3 Single-Vehicle, Run-off-the-Road Crashes, 2- Lane Highways, SE Iowa,
4 Research Goal 1) Use data from existing naturalistic driving studies and other sources to better under the factors that result in road departure crashes by mapping the sequence of events leading to road departure incidents and crashes and quantify how roadway, environmental, vehicle, and human factors influence whether an incident occurs in the first place and how those factors affect subsequent events and final outcome. Understanding why a crash didn t occur may be as relevant as why one did. 2) Provide suggestions to improve full scale naturalistic driving study data collection and analysis and mobile mapping data collection so that road departures can be fully addressed.
5 Objectives Formulate specific research questions related to roadway departure that will guide the development of analytical tools Identify data needs to address the research questions Conduct a cursory evaluation of existing driving studies and other datasets and determine whether they are suitable to use in testing the analytical tools Outline the methodologies and study parameters to develop the analytical tools and answer the research questions Acquire existing datasets and determine compatibility with proposed methodology Evaluate and quantify the relationship between roadway, environmental, vehicle, and human factors and pre- and post-road departures Report results Identify reasonable modifications that could be made to the SHRP II full scale field driving study in order to apply this dataset to answer the research questions posed in this research Identify data elements that should be collected in the SHRP II mobile mapping study
6 Existing Datasets University of Iowa s Quasi-Naturalistic Driving Study VTTI 100-Car Naturalistic Study UMTRI Field Tests Michigan road database Michigan crash database University of Iowa Naturalistic Study of Teenage Drivers Iowa DOT Crash Database Iowa DOT Geographic Information Management System (GIMS) Roadway Database FARS, CDS, GES
7 Basic research question What roadway, vehicle, driver, and environmental factors lead to a lane/road departure and why do some lane/road departures result in a crash while other have a more positive outcome road departure event where a vehicle drifts off on a 4-lane roadway with paved shoulder safe recovery (unrecorded event in crash databases) road departure event where a vehicle drifts off on a 2-lane roadway with narrow unpaved shoulders and several inches of drop-off crash Difference to a certain extent is roadway features
8 Research Question 1 What key driver, vehicle, roadway, and environmental factors affect lane keeping which may result in a road departure? Research Question 2 What kinematic variables can be used to determine when a road departure is likely or imminent? Drift_lateral Normal_lateral Lateral Acceleration Signatures for a Drift-off Road and Normal Lane Change Event
9 Research Question 3 What environmental factors influence whether a vehicle actually departs the roadway once a road departure is precipitated? How frequently do road departures occur given a specific set of environmental variables? i.e. does roadway lighting result in fewer nighttime road departures? Dry Wet Ice Snow Slush Sand/mud/dirt/oil/gravel Water (standing/moving) Other/unknow Rural single vehicle run-off-road crashes in Iowa (2005 crash data) Clear Partly cloudy Cloudy Fog/smoke Mist Rain Sleet/hail/freezing rain Snow Severe winds Blowing sand/soil/dirt/snow Other (explain in narrative)
10 Research Question 4 To what extent do roadway features influence whether a vehicle actually departs the roadway once a roadway departure is precipitated? How frequently do road departures occur given a specific set of roadway variables? i.e. are drivers more likely to lane keep on roadways with edge line rumble strips? Research Question 5 Once a road departure occurs, what are the next most common sequence of events and outcomes (i.e. safe recovery and return to roadway, minor conflict with safe return, near miss with safe return, property damage accident, injury accident, etc)? Typical sequence for ROR-crash Run-off-road-right, overcorrect, cross centerline, collision with other vehicle
11 SV ROR 1 st Event ROR-right (1,920) 2 nd Event 3 rd Event 4 th Event fixed object (766) ROR-left (1) ROR-right (1) crossed CL (5) ROR-right (1) ROR-left (1) fixed object (1) overturn (183) collision/other (1) fire/exp/imms (2) evasive action (4) fixed object (2) overturn (1) collision w/veh (2) fixed object (1) collision w/other (6) overturn (495) ROR-left (2) fixed object (84) collision w/other (3) fire/exp/imm (2) evasive action (273) fixed object (104) overturn (32) ROR-left (1) overturn (72) fixed object (17) crossed CL (1) ROR-left (1) collision/other (1) ROR-right 4 th : overturn (2) ROR-left (43) fixed object (17) overturn (24) ROR-right (1) collision/veh (1) jack-knife (2) overturn (1) collision/veh (7) fixed object (2) crossed CL (39) fixed object (11) overturn (16) ROR-right (1) ROR-left (3) collision/veh (5) collision/other (1) jack-knife (4) fire/exp/imm (7) vehicle defect (2) Iowa DOT Crash Data, 1 st or 2 nd event ROR, 2005 data fire/exp (1)
12 Research Question 6 Once a road departure occurs, what kinematic variables can be used to define the different outcomes (road departure crash, near-crash, conflict, or incident)? Research Question 7 How do driver behavior and response influence subsequent events and outcomes after a vehicle initially leaves the roadway? Driver distraction: Conversation Grooming Cell phone Other/multiple behaviors Eating Drinking Smoking Hands-free cell phone Time into trip percent time or number of time driver glances away, amount of time or number of times driver engages in non-driving behaviors Aggressiveness: Percent of time driver exceeds speed limit by a certain threshold Number of times driver engages in hard braking or hard acceleration Headway example: percent time spent following at certain distance Aggressiveness indices from driving questionnaires
13 Research Question 8 How do vehicle characteristics, such as size, braking capabilities, center of gravity, affect subsequent events and outcome after a vehicle initially leaves the roadway? Research Question 9 What roadway and roadside characteristics influence subsequent events and outcome after a vehicle initially leaves the roadway? Research Question 10 What environmental characteristics influence subsequent events and outcome after a vehicle initially leaves the roadway? Research Question 11 Which non-crash incidents can be used as crash surrogates to assess risk for road departure crashes? Research Question 12 What exposure variables are available and which exposure measures provide the best measure of risk? Possible exposure variables include traffic volume, traffic density, driver sub-populations, VMT.
14 Necessary data streams from instrumented vehicle studies Identified data elements necessary to answer road departure research questions Identified existing and desirable data streams for full scale instrumented vehicle study Forward facing or other outward facing video Necessary for a number of data elements Highest resolution possible to distinguish data elements (i.e. snow cover from concrete pavement surface) Color desirable (but cost and data storage are prohibitive)
15 Low resolution versus higher resolution imagery for the same road type
16 Color versus B&W notice ability to distinguish rumble strips
17 Color versus B&W notice ability to distinguish shoulder type and presence of centerline
18 Necessary data streams from instrumented vehicle studies Driver face video Accelerometer GPS Forward and side radar Images of passengers (# of passengers is risk factor for young drivers, distraction for other ages) On-board vehicle data extraction Include ABS data if possible Light meter (detect presence and amount of artificial overhead light at night)
19 General suggestions Retain data Ability to detect lane position is critical to understanding run-offroad crashes Driving study should include data streams and integrated or post processing ability to detect lane position Image source: Iteris
20 General suggestions Ability to detect presence of curves is critical to understanding run-off-road crashes May not be available in roadway or mobile mapping datasets
21 Data Elements Identified data elements necessary to answer road departure research questions Literature review of elements most likely to influence What is currently collected in naturalistic driving studies or in roadway database What can realistically be collected prioritized
22 Suggested data elements from naturalistic driving study
23 Suggested data elements from mobile mapping van or roadway databases
24 Area wide data to consider for pilot study locations Comprehensive crash data for all public roadways Spatially located Includes attributes such as sequence of events, driver action, roadway contributing circumstances, etc Compressive roadway database for all public roadways Can spatially linked to crash database Includes attributes such as speed limit, number of lanes, shoulder type, etc.
25 Analysis Plan Define surrogate crash measures Select exposure based risk measures Identify data elements (independent variables) Develop data extraction methodology Develop analytical tool framework Assess limitations Suggest modifications for full scale SHRP II field study
Evaluating Road Departure Crashes Using Naturalistic Driving Study Data
Evaluating Road Departure Crashes Using Naturalistic Driving Study Data Strategic Highway Research Program 2 Transportation Research Board Third Safety Research Symposium July 17 & 18, 2008 Research Team:
More informationANALYSIS OF RURAL CURVE NEGOTIATION USING NATURALISTIC DRIVING DATA Nicole Oneyear and Shauna Hallmark
ANALYSIS OF RURAL CURVE NEGOTIATION USING NATURALISTIC DRIVING DATA Nicole Oneyear and Shauna Hallmark OUTLINE Background Objective Data Sources Site Selection Data Reduction Future work Benefits BACKGROUND
More informationThe 100 Car Study: A Pilot for Large-Scale Naturalistic Driving Research
The 100 Car Study: A Pilot for Large-Scale Naturalistic Driving Research 241 drivers No instructions 80/20 own/leased 12-13 months 43,000 hours 2.0 MVMT Naturalistic Data Collection Approach Highly capable
More informationSHRP 2. Strategic Highway Research Program. Accelerating solutions for highway safety and performance. Charles Fay, Sr.
Strategic Highway Research Program SHRP 2 Accelerating solutions for highway safety and performance Charles Fay, Sr. Program Officer GIS-T Boise, ID 2013 Second Strategic Highway Research Program ( SHRP
More informationUse of SHRP2 NDS Data to Evaluate Roadway Departure Characteristics
Use of SHRP2 NDS Data to Evaluate Roadway Departure Characteristics Phase I Final Report and Phase II Proposal SHRP 2 Implementation Assistance Program Submitted by: Shauna Hallmark (shallmar@iastate.edu)
More informationAnalysis of Run-Off-Road Crashes in Relation to Roadway Features and Driver Behavior
Analysis of Run-Off-Road Crashes in Relation to Roadway Features and Driver Behavior Ertan Örnek University of Wisconsin, Madison Traffic Operations Lab 141 NW Barstow Street Waukesha, WI 53187 ornek@wisc.edu
More informationSponsored by the Office of Traffic and Safety of the Iowa Department of Transportation NOVEMBER 2001 CTRE
PAVED SHOULDERS ON PRIMARY HIGHWAYS IN IOWA: AN ANALYSIS OF SHOULDER SURFACING CRITERIA, COSTS, AND BENEFITS EXECUTIVE SUMMARY Sponsored by the Office of Traffic and Safety of the Iowa Department of Transportation
More informationPotential Factors Affecting Roadway Departure Crashes in Oahu, Hawaii
Potential Factors Affecting Roadway Departure Crashes in Oahu, Hawaii Pasha Hashemi (1), Adrian Ricardo Archilla(2) (1)Graduate Research Assistant, Department of Civil and Environmental Engineering, University
More informationSafety Performance of Two-Way Stop-Controlled Expressway Intersections
Safety Performance of Two-Way Stop-Controlled Expressway Intersections UNDERSTANDING THE SAFETY PERFORMANCE OF TWO-WAY STOP- CONTROLLED RURAL EXPRESSWAY INTERSECTIONS WILL HELP CORRIDOR PLANNERS AND DESIGNERS
More informationNow Let s Think Systemic
Now Let s Think Systemic Remote Rural County Use of the Highway Safety Improvement Program TRINITY COUNTY DEPARTMENT OF TRANSPORTATION Richard Tippett Director MEET TRINITY COUNTY 3,208 square miles 13,786
More informationAutomated Proactive Road Safety Analysis
Transportation Research At McGill Seminar Nicolas Saunier nicolas.saunier@polymtl.ca November 25 th 2010 Outline 1 2 for 3 using Video Data 4 Using Microscopic Data 5 A World Health Issue Over 1.2 million
More informationRELATIONSHIP BETWEEN SPEED AND LATERAL POSITION ON CURVES
RELATIONSHIP BETWEEN SPEED AND LATERAL POSITION ON CURVES Shauna L. Hallmark, Neal Hawkins, and Omar Smadi Center for Transportation Research and Education, Iowa State University, Ames, Iowa USA E-mail:
More informationRURAL HIGHWAY SHOULDERS THAT ACCOMMODATE BICYCLE AND PEDESTRIAN USE (TxDOT Project ) June 7, Presented by: Karen Dixon, Ph.D., P.E.
RURAL HIGHWAY SHOULDERS THAT ACCOMMODATE BICYCLE AND PEDESTRIAN USE (TxDOT Project 0-6840) June 7, 2016 Presented by: Karen Dixon, Ph.D., P.E., TTI Team: Kay Fitzpatrick, Raul Avelar, & Subasish Das Project
More informationCE576: Highway Design and Traffic Safety
CE576: Highway Design and Traffic Safety Predicting Crash Frequency for Two-Lane Rural Highway Segments Cross Sectional Elements Ahmed Abdel-Rahim, Ph.D., P.E. Civil Engineering Department University of
More informationSafety and Design Alternatives for Two-Way Stop-Controlled Expressway Intersections
Safety and Design Alternatives for Two-Way Stop-Controlled Expressway Intersections Thomas H. Maze Center for Transportation Research and Education Iowa State University 2901 South Loop Drive, Suite 3100
More informationDouble Pair Comparisons PART III AGE & GENDER. Age and Crash Risk. Subject & control groups Relative risk or rate. Relative Accident Involvement Ratio
Double Pair Comparisons PART III AGE & GENDER Subject & control groups Relative risk or rate Ratio of subject to control Relative Accident Involvement Ratio Age and Crash Risk RAIR = % at-fault % not at-fault
More informationSafety Assessment of Installing Traffic Signals at High-Speed Expressway Intersections
Safety Assessment of Installing Traffic Signals at High-Speed Expressway Intersections Todd Knox Center for Transportation Research and Education Iowa State University 2901 South Loop Drive, Suite 3100
More informationClosing Plenary Session
TRAFFIC SAFETY CONFERENCE Closing Plenary Session June 9, 2017 Las Colinas, TX Order of Report Out June 9, 2017 Las Colinas, TX Distracted Driving Prioritized Countermeasures Countermeasure 4a Systemically
More informationOBSERVATION OF GAP ACCEPTANCE DURING INTERSECTION APPROACH
OBSERVATION OF GAP ACCEPTANCE DURING INTERSECTION APPROACH Delphine Cody, Christopher Nowakowski, Bénédicte Bougler California PATH program - Institute of Transportation Studies University of California,
More informationFinal Report January Sponsored by the Iowa Department of Transportation
Road Safety Audits for County Road X-23 from IA 2 to the South Corporate Limits of West Point and for County Road W-62 from US 218 to IA 27 in Lee County, Iowa Final Report January 2010 Sponsored by the
More informationAnalyzing Spatial Patterns, Statistics Based on FAST Act Safety Performance Measures
Analyzing Spatial Patterns, Statistics Based on FAST Act Safety Performance Measures Abhishek Bhargava, PhD April 13, 2017 Agenda Objective Highway Safety Improvement Program (HSIP) & FAST Act Performance
More informationHow Might Connected Vehicles and Autonomous Vehicles Influence Geometric Design? October 10, 2017
How Might Connected Vehicles and Autonomous Vehicles Influence Geometric Design? October 10, 2017 Overview Design Vehicle Design Driver Potential Geometric Impacts of Autonomous Vehicles Connected Vehicles
More informationSafety Data Resources. Multi-Discipline Safety Planning Forum March 10 & 11, 2008 Gateway Center
Safety Data Resources Multi-Discipline Safety Planning Forum March 10 & 11, 2008 Gateway Center Tom McDonald, PE Safety Circuit Rider Iowa LTAP Jack Latterell,, PE Safety Consultant FHWA Safety Engineer,
More informationENGINEERING DRIVER SAFETY INTO PAVEMENT PRESERVATION
ENGINEERING DRIVER SAFETY INTO PAVEMENT PRESERVATION 2015 TxDOT Short Course Miguel Arellano, P.E. Austin District Pavement Engineer October 13, 2015 Table of Contents 1 Goals: Overall Reduction in Crashes
More informationPavement Markings to Reduce Lane Departure Crashes. Paul Carlson, PhD, PE Road Infrastructure Inc.
Pavement Markings to Reduce Lane Departure Crashes Paul Carlson, PhD, PE Road Infrastructure Inc. 1 6-inch Edge Lines 10 years ago Agencies liked the looks of wider edge lines but did not have evidence
More informationToward Zero Deaths. Regional SHSP Road Show Meeting. Virginia Strategic Highway Safety Plan. presented by
Toward Zero Deaths Regional SHSP Road Show Meeting presented by Virginia Strategic Highway Safety Plan December 1, 2016 1 Welcome & Introductions Purpose of the Meeting Objectives & Key Outcomes Agenda»
More informationAPPENDIX C. Systems Performance Report C-1
APPENDIX C Systems Performance Report C-1 System Performance Report & Requirements According to the FAST Act, a long range transportation plan needs to include a system performance report and subsequent
More informationWe believe the following comments and suggestions can help the department meet those goals.
The Honorable Secretary Anthony Foxx The Secretary of Transportation United States Department of Transportation 1200 New Jersey Avenue, SE Washington, DC 20590 August 30, 2013 Dear Secretary Foxx, Thank
More informationImplementing Strategies from Missouri s Blueprint for Safer Roadways Using System-wide Safety Solutions to Save Lives
Implementing Strategies from Missouri s Blueprint for Safer Roadways Using System-wide Safety Solutions to Save Lives John Schaefer Sr. Traffic Studies Specialist Missouri Department of Transportation
More informationSystemic Safety. Doug Bish Traffic Services Engineer Oregon Department of Transportation March 2016
Systemic Safety Doug Bish Traffic Services Engineer Oregon Department of Transportation March 2016 Oregon averages 1700 fatal and serious injury crashes each year. Some of the more common crash types include:
More informationDesigning for Pedestrians: An Engineering Symposium. Rutgers University March 21, 2013
Designing for Pedestrians: An Engineering Symposium Rutgers University March 21, 2013 The Problem 2 Pedestrian Fatalities Pedestrian Fatalities by Year in US (1994-2010) 6000 5000 4000 3000 2000 1000 0
More informationKANSAS STRATEGIC HIGHWAY SAFETY PLAN
KANSAS STRATEGIC HIGHWAY SAFETY PLAN 214 Annual Dashboard Report Preliminary Statewide Fatality Analysis The accident data herein, as of February 19, 215, reflect the reporting officer s observations and
More informationSpeed Management Action Plan
Speed Management Action Plan National Selection Criteria Criteria Description Fatalities The number of fatalities resulting from speeding-related crashes. Percentage Compares total fatalities in each State
More informationLocal Road Safety Plans
An Introduction to Local Road Safety Plans June 21, 2018 Today s Presenter Jerry Roche, P.E. Safety Analysis Program Manager FHWA Office of Safety Ames, IA 2 NACE Do-It-Yourself LRSP Pilot Six states,
More informationAPPENDIX G Lane Departure Action Plan
APPENDIX G Introduction Lane Departure is one of nine emphasis areas of the North Carolina Strategic Highway Safety Plan. This emphasis area targets the following crashes: Ran Off Road Left Ran Off Road
More informationChapter 6. Analysis of the framework with FARS Dataset
Chapter 6 Analysis of the framework with FARS Dataset. Having represented each phase of the structure with the aid of different data sets at each stage, to support the efficacy of the proposed framework
More informationLessons Learned from the Minnesota County Road Safety Plans. Richard Storm CH2M HILL
Lessons Learned from the Minnesota County Road Safety Plans Richard Storm CH2M HILL May 21, 2014 Overview of the MN CRSP: Why Prepare Safety Plans for Local Systems? MAP-21: Requires states to address
More informationRoad Safety Facilities Implemented in Japan
Road Safety Facilities Implemented in Japan 1 Road Safety Facilities 1.Guard Fence 2.Road Lighting 3.Other Road Safety Facilities 2 Road Safety Facilities 1.Guard Fence 2.Road Lighting 3.Other Road Safety
More informationSafety Impacts: Presentation Overview
Safety Impacts: Presentation Overview The #1 Theme How Access Management Improves Safety Conflict Points The Science of Access Management By Treatment Studies Themes for Texas Access Management Improve
More informationRoad Side Design: When is a Barrier Required?
Road Side Design: When is a Barrier Required? Jennifer Schmidt, Ph.D., P.E. University of Nebraska-Lincoln Department of Civil Engineering Guide Rail Safety Symposium Brampton, ON October 24, 2017 Research
More informationSafety of U-turns at Unsignalized Median Openings
Safety of U-turns at Unsignalized Median Openings Ingrid Potts Midwest Research Institute Kansas City, MO August 31, 2004 Douglas W. Harwood Co-Authors Midwest Research Institute Herbert S. Levinson Transportation
More informationA Novel Approach to Evaluate Pedestrian Safety at Unsignalized Crossings using Trajectory Data
A Novel Approach to Evaluate Pedestrian Safety at Unsignalized Crossings using Trajectory Data Ting Fu Supervisor: Luis Miranda-Moreno, Nicolas Saunier Ting FU Outline 1. Motivation & Literature Review
More informationENTUCKY RANSPORTATION C ENTER
Research Report KTC-00-13 T K ENTUCKY RANSPORTATION C ENTER College of Engineering A-A HIGHWAY SAFETY STUDY Our Mission We provide services to the transportation community through research, technology
More informationEstimating Potential Safety Benefits for Advanced Vehicle Technologies
Estimating Potential Safety Benefits for Advanced Vehicle Technologies Mikio Yanagisawa June 8, 2016 The National Transportation Systems Center Advancing transportation innovation for the public good U.S.
More informationRoadside Safety Proven Countermeasures. Emmett McDevitt Transportation Safety Engineer Federal Highway Administration
Roadside Safety Proven Countermeasures Emmett McDevitt Transportation Safety Engineer Federal Highway Administration Safety Statistics On average each year 43,000 + people die in traffic related crashes.
More informationPedestrian and Driver Distraction: Overview & NHTSA Prevalence and Risk Study. Heidi Coleman, NHTSA Bob Scopatz, VHB
Pedestrian and Driver Distraction: Overview & NHTSA Prevalence and Risk Study Heidi Coleman, NHTSA Bob Scopatz, VHB What is Distraction? Distraction is any activity that can divert a person's attention
More informationPRELIMINARY DRAFT FIRST AMENDMENT TO VISION 2050: A REGIONAL LAND USE AND TRANSPORTATION PLAN FOR SOUTHEASTERN WISCONSIN
PRELIMINARY DRAFT FIRST AMENDMENT TO VISION 2050: A REGIONAL LAND USE AND TRANSPORTATION PLAN FOR SOUTHEASTERN WISCONSIN ESTABLISHING TARGETS FOR FEDERAL PERFORMANCE MEASURES: HIGHWAY SAFETY SOUTHEASTERN
More informationOptimum urban clear-zone distance
Sax, Maze, Souleyrette, Hawkins, Carriquiry 0 0 0 Optimum urban clear-zone distance Christian R. Sax, Thomas H. Maze, Reginald R. Souleyrette, Neal Hawkins and Alicia L. Carriquiry Kimley-Horn & Associates
More informationUnit 7 Speed, Travel Time and Delay Studies
Unit 7 Speed, Travel Time and Delay Studies Introduction Speed, travel time and delay are all related measures that are common used as indicators of performance for traffic facilities Measure of Effectiveness
More informationToolbox of Countermeasures and Their Potential Effectiveness to Make Intersections Safer
8 Toolbox of Countermeasures and Their to Make Intersections Safer Introduction Studies included in the NCHRP 17-18 (3), Guidance for Implementation of the AASHTO Strategic Highway Safety Plan, as well
More informationEXAMINING DRIVER RISK FACTORS IN ROAD DEPARTURE CONFLICTS USING SHRP2 DATA. Thesis. Submitted to. The School of Engineering of the
EXAMINING DRIVER RISK FACTORS IN ROAD DEPARTURE CONFLICTS USING SHRP2 DATA Thesis Submitted to The School of Engineering of the UNIVERSITY OF DAYTON In Partial Fulfillment of the Requirements for The Degree
More informationAcknowledgements. Mr. David Nicol 3/23/2012. Daniel Camacho, P.E. Highway Engineer Federal Highway Administration Puerto Rico Division
Daniel Camacho, P.E. Highway Engineer Federal Highway Administration Puerto Rico Division Acknowledgements Mr. David Nicol Director, FHWA Office of Safety FHWA Office of Safety http://safety.fhwa.dot.gov/provencountermeasures/
More informationUnderstanding Interactions between Drivers and Pedestrian Features at Signalized Intersections
Understanding Interactions between Drivers and Pedestrian Features at Signalized Intersections SHRP2 Implementation Assistance Program (IAP) Round 4 Concept to Countermeasures Research to Deployment Using
More informationTraffic Parameter Methods for Surrogate Safety Comparative Study of Three Non-Intrusive Sensor Technologies
Traffic Parameter Methods for Surrogate Safety Comparative Study of Three Non-Intrusive Sensor Technologies CARSP 2015 Collision Prediction and Prevention Approaches Joshua Stipancic 2/32 Acknowledgements
More informationRecently Developed Intersection CMFs. Nancy Lefler, VHB ATSIP Traffic Records Forum, 2014
Recently Developed Intersection CMFs Nancy Lefler, VHB ATSIP Traffic Records Forum, 2014 Overview General Methodology Treatments Installation of traffic signals - with and without left-turn lanes (NCDOT)
More informationBenefits of Center Line Rumble Strips on Rural 2-Lane Highways in Louisiana
Benefits of Center Line Rumble Strips on Rural 2-Lane Highways in Louisiana Xiaoduan Sun, Ph.D., P.E. University of Louisiana at Lafayette 2018 Louisiana Transportation Conference Baton Rouge, February
More informationUsing SHRP 2 s NDS Video Data to Evaluate the Impact of Offset Left-Turn Lanes on Gap Acceptance Behavior Karin M. Bauer & Jessica M.
Using SHRP 2 s NDS Video Data to Evaluate the Impact of Offset Left-Turn Lanes on Gap Acceptance Behavior Karin M. Bauer & Jessica M. Hutton 4 th International Symposium on Naturalistic Driving Research
More informationMonroe County Department of Transportation Vertical Curve Safety Study
Monroe County, New York PREPARED FOR: Monroe County Department of Transportation 50 West Main Street Suite 6100 Rochester, NY 14614 PREPARED BY: 255 East Avenue Rochester, New York 14604 project # 434934
More informationc. continue onto the expressway and use the next exit ramp.
Chapter 11 - Practice Questions Multiple Choice Identify the letter of the choice that best completes the statement or answers the question. 1) The exit ramp you want to use is entirely blocked by traffic.
More informationAn analysis of driver behavior in response to warning beacon installations on stop signs
Graduate Theses and Dissertations Iowa State University Capstones, Theses and Dissertations 2018 An analysis of driver behavior in response to warning beacon installations on stop signs Qilin Liu Iowa
More informationRoad Safety Audit for Marshall County Road E-35 (Main Street) from the ECL of Marshalltown, Iowa, to Zeller Avenue
Road Safety Audit for Marshall County Road E-35 (Main Street) from the ECL of Marshalltown, Iowa, to Zeller Avenue Final Report February 2009 Sponsored by the Iowa Department of Transportation Iowa State
More informationSCHOOL CROSSING PROTECTION CRITERIA
CITY OF MADISON TRAFFIC ENGINEERING SCHOOL CROSSING PROTECTION CRITERIA AUGUST 1990 Adopted as Policy on August 31, 1976, by Common Council by Amended Resolution #29,540 Amended on September 14, 1976,
More informationKansas Department of Transportation Strategic Highway Safety Plan. Intersections
Kansas Department of Transportation Strategic Highway Safety Plan Intersections Introduction The Federal Highway Administration (FHWA) defines an intersection as a planned point of conflict in the roadway
More informationSpatial Patterns / relationships. Model / Predict
Human Environment Spatial Patterns / relationships Model / Predict 2 3 4 5 6 Comparing Neighborhoods with high Quality of Life & health Overlap matrix NPUs with high NH & NQoL SEC High QoL High Health
More informationTo Illuminate or Not to Illuminate: Roadway Lighting as It Affects Traffic Safety at Intersections
To Illuminate or Not to Illuminate: Roadway Lighting as It Affects Traffic Safety at Intersections Mark Rea Lighting Research Center Rensselaer Polytechnic Institute Eric Donnell Dept. of Civil and Environmental
More informationTraffic Control and Accidents at Rural High-Speed Intersections
14 TRANSPORTATION RESEARCH RECORD 1160 Traffic Control and Accidents at Rural High-Speed Intersections KENNETH R. AGENT ln many Instances, when rural high-speed highways are constructed, there are a number
More informationHSIP Project Selection Criteria
HSIP Project Selection Criteria The purpose of the Highway Safety Improvement Program (HSIP) is to reduce the number of fatal and injury crashes by targeting high crash locations and causes. Projects,
More informationEngineering Your Community Safe
Engineering Your Community Safe Andi Bill Transportation Information Center thanks its partners for their support and assistance National Traffic Safety Goal Reasonable goal? Who s Involved? What can you
More informationSCHOOL CROSSING PROTECTION CRITERIA
CITY OF MADISON TRAFFIC ENGINEERING SCHOOL CROSSING PROTECTION CRITERIA January 2016 Adopted as Policy on August 31, 1976, by Common Council by Amended Resolution #29,540 Amended on September 14, 1976,
More informationSafety Impacts of Road Diets in Iowa
University of Kentucky From the SelectedWorks of Reginald R. Souleyrette December, 2006 Safety Impacts of Road Diets in Iowa Thomas B. Stout, Iowa State University Michael D. Pawlovich Reginald R. Souleyrette,
More informationKeep Customers and Ourselves Safe. Mark Shelton, District Engineer. Tracker. Measures of Departmental Performance
Keep Customers and Ourselves Safe Mark Shelton, District Engineer Tracker Measures of Departmental Performance Safety is a daily commitment for all MoDOT employees. From design and construction to operations
More informationPotential Safety Effects of Lane Width and Shoulder Width on Two-Lane Rural State Highways in Idaho
RP 200 RESEARCH REPORT IDAHO TRANSPORTATION DEPARTMENT Potential Safety Effects of Lane Width and Shoulder Width on Two-Lane Rural State Highways in Idaho By Ahmed Abdel-Rahim Joseph Sonnen National Institute
More informationAccess Management Standards
Access Management Standards Section 1: Application of Access Standards This chapter describes the Department's access management standards for access connections on the county roadway system. The standards
More informationTechnical Report Documentation Page 2. Government Accession No. 3. Recipient's Catalog No. 1. Report No. FHWA/TX-11/
1. Report No. FHWA/TX-11/0-6031-1 4. Title and Subtitle ANALYSIS OF ROADWAY DEPARTURE CRASHES ON TWO- LANE RURAL ROADS IN TEXAS Technical Report Documentation Page 2. Government Accession No. 3. Recipient's
More informationBicycle - Motor Vehicle Collisions on Controlled Access Highways in Arizona
Bicycle - Motor Vehicle Collisions on Controlled Access Highways in Arizona Analysis from January 1, 1991 to June 30, 2002 Richard C. Moeur, PE Traffic Design Manager, Northern Region Michelle N. Bina
More informationRational road safety management Practice and Theory. Bhagwant Persaud Ryerson University Toronto, Canada
Rational road safety management Practice and Theory Bhagwant Persaud Ryerson University Toronto, Canada Overview Road infrastructure safety management process Evolution of road infrastructure safety management
More informationPedestrian Safety Campaign
Pedestrian Safety Campaign 2017-18 Traffic Safety Plan PART OF THE DRIVE FOCUS LIVE TRAFFIC SAFETY PLAN Table of Contents Background. 1 Pedestrian Collision Stats.... 2-3 Goals.. 4 Objectives.. 5 Implementation
More informationEngineering Countermeasures for Transportation Safety. Adam Larsen Safety Engineer Federal Highway Administration
Engineering Countermeasures for Transportation Safety Adam Larsen Safety Engineer Federal Highway Administration 360-619-7751 Adam.Larsen@DOT.GOV Countermeasure Selection Resources Manual for Selecting
More informationDes Moines Area MPO Safety Performance Targets and Methodology
Des Moines Area MPO Safety Performance Targets and Methodology February 2019 2 P a g e CONTENTS BACKGROUND... 3 Safety Goals in Mobilizing Tomorrow... 3 STATEWIDE TARGETS... 4 DES MOINES AREA MPO SAFETY
More informationIdentify the letter of the choice that best completes the statement or answers the question.
Chapter 10 - Practice Questions Multiple Choice Identify the letter of the choice that best completes the statement or answers the question. 1) Before passing a vehicle in your lane, a. anticipate the
More informationFYG Backing for Work Zone Signs
Report Title Report Date: 2001 FYG Backing for Work Zone Signs Principle Investigator Name Kamyab, Ali Affiliation Western Transportation Institute Address c/o Caltrans, 1227 O Street, 5th Floor Sacramento,
More informationBenefits and Limitations of J- Turn Intersections
Benefits and Limitations of J- Turn Intersections Ernest B. Perry, Eric Oberhart, Steven Wagner, and Teresa Adams Mid-America Freight Coalition National Center for Freight and Infrastructure Research and
More informationLECTUR 10 CHARACTERISTICS OF THE DRIVER, THE PEDESTRIAN, THE VEHICLE AND THE ROAD. One problem that faces traffic and transportation engineers is:
LECTUR 10 CHARACTERISTICS OF THE DRIVER, THE PEDESTRIAN, THE VEHICLE AND THE ROAD 3.1 DRIVER CHARACTERISTICS Physiological Measurable and Usually Quantifiable Psychological Much more difficult to measure
More informationInfluencing Factors on Conflicts of Turning Vehicles and Pedestrians at Intersections
Nevada Department of Transportation & University of Nevada, Reno Influencing Factors on Conflicts of Turning s and s at Intersections SHRP 2 Implementation Assistance Program (IAP) Round 4, Phase 1 Report
More informationKentucky s Surface Transportation System
Kentucky s Surface Transportation System ROAD AND BRIDGE CONDITIONS, TRAFFIC SAFETY, TRAVEL TRENDS, AND NEEDS MARCH 2018 PREPARED BY WWW.TRIPNET.ORG Founded in 1971, TRIP of Washington, DC, is a nonprofit
More informationAlberta Infrastructure HIGHWAY GEOMETRIC DESIGN GUIDE AUGUST 1999
Alberta Infrastructure HIGHWAY GEOMETRIC DESIGN GUIDE AUGUST 1999,1'(; A ACCELERATION Data on acceleration from stop D-29 Effects of grade D-35 Intersections D-97, D-99 Lanes D-97, F-5, F-7, F-15, F-21,
More informationDOT HS September Crash Factors in Intersection-Related Crashes: An On-Scene Perspective
DOT HS 811 366 September 2010 Crash Factors in Intersection-Related Crashes: An On-Scene Perspective DISCLAIMER This publication is distributed by the U.S. Department of Transportation, National Highway
More informationRogue Valley Metropolitan Planning Organization. Transportation Safety Planning Project. Final Report
Rogue Valley Metropolitan Planning Organization Transportation Safety Planning Project Final Report April 23, 2004 Table of Contents Introduction 2 Scope of Work Activities... 2 Activity #1...2 Activity
More informationEvery time a driver is distracted,
Walking on the Wild Side: Distracted Pedestrians and Traffic Safety Brendan J. Russo, Emmanuel James, Christopher Y. Aguilar, Edward J. Smaglik Every time a driver is distracted, including by their cellphone,
More informationEVALUATION OF RAISED PAVEMENT MARKERS (RPMS) (PROJECT NO )
EVALUATION OF RAISED PAVEMENT MARKERS (RPMS) (PROJECT NO. 2014-15-11) Xiang Liu, Ph.D. (Principal Investigator) Department of Civil and Environmental Engineering Rutgers, The State University of New Jersey
More informationA Strategic Highway Safety Plan. a coordinated and informed approach to reducing highway fatalities and serious injuries on all public roads.
Introduction A Strategic Highway Safety Plan is a coordinated and informed approach to reducing highway fatalities and serious injuries on all public roads. A Strategic Highway Safety Plan is Based on
More informationInitial Analyses from the SHRP 2 Naturalistic Driving Study
SHRP 2 Safety Project S08 Initial Analyses from the SHRP 2 Naturalistic Driving Study Addressing Driver Performance and Behavior in Traffic Safety SHRP 2 Safety Project S08 Initial Analyses from the SHRP
More informationPerformance-Based Approaches for Geometric Design of Roads. Douglas W. Harwood MRIGlobal 3 November 2014
Performance-Based Approaches for Geometric Design of Roads Douglas W. Harwood MRIGlobal 3 November 2014 Traditional Approaches to Highway Geometric Design Based on established geometric design criteria
More information2013 Traffic Safety Report
Traffic Safety Report Introduction Every year on the more than 1, miles of unincorporated Larimer County roadways, about 375 vehicular traffic crashes occur. Those crashes include about 75 severe crashes
More informationPhase I-II of the Minnesota Highway Safety Manual Calibration. 1. Scope of Calibration
TECHNICAL MEMORANDUM Phase I-II of the Minnesota Highway Safety Manual Calibration PREPARED FOR: PREPARED BY: Minnesota Department of Transportation Richard Storm, CH2M HILL Veronica Richfield, CH2M HILL
More informationCHAPTER 2 LITERATURE REVIEW
CHAPTER 2 LITERATURE REVIEW 2.1 Introduction This chapter presents some background information of the available literature related to the development of accident rates, accident models and accident statistic
More informationSignalization and Safety. A Study of the Safety Effects of Signalizing Intersections on Colorado State Highways
Presentation by Richard G. Sarchet, P.E. of the Colorado Department of Transportation at the TRB National Roundabout Conference in Vail, Colorado May 2005 P Why do we Install Traffic Signals? Because They
More informationRisk Homeostasis Theory in Traffic Safety
Risk Homeostasis Theory in Traffic Safety Presented by Kristine Malnaca Riga Technical University, Latvia October 31, 2008 Outline Definitions Risk Homeostasis Theory Measures of Traffic Safety Arguments
More informationPavement Markings (1 of 3)
Pavement Markings (1 of 3) DESCRIPTION AND DEFINITION Disadvantages Relatively high cost (over typical Crash reduction as yet unknown painted edge line) No tactile effect The STOP AHEAD pavement marking
More informationShoulders. Chapter 4: chapter contents
Chapter 4: Shoulders chapter contents Characteristics of Well-Maintained Shoulders 73 Optimal Timing/Conditions for Maintenance 73 Shoulder Maintenance Issues 74 Shoulder Maintenance Activities 75 Repairing
More information