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The Interrelationships Between Speed Limits, Geometry, and Driver Behavior Final Report November 2018

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The Interrelationships Between Speed Limits, Geometry, and Driver Behavior Final Report November 2018 The Interrelationships between Speed Limits, Geometry, and Driver Behavior Final Report November 2018 Sponsored by Midwest Transportation Center Michigan Department of Transportation U.S. DOT Office of the Assistant Secretary for Research and Technology About InTrans and CTRE The mission of the Institute for Transportation (InTrans) and Center for Transportation Research and Education (CTRE) at Iowa State University is to develop and implement innovative methods, materials, and technologies for improving transportation efficiency, safety, reliability, and sustainability while improving the learning environment of students, faculty, and staff in transportation-related fields. About MTC The Midwest Transportation Center (MTC) is a regional University Transportation Center (UTC) sponsored by the U.S. Department of Transportation Office of the Assistant Secretary for Research and Technology (USDOT/OST-R). The mission of the UTC program is to advance U.S. technology and expertise in the many disciplines comprising transportation through the mechanisms of education, research, and technology transfer at university-based centers of excellence. Iowa State University, through its Institute for Transportation (InTrans), is the MTC lead institution. Disclaimer Notice The contents of this report reflect the views of the authors, who are responsible for the facts and the accuracy of the information presented herein. The opinions, findings and conclusions expressed in this publication are those of the authors and not necessarily those of the sponsors. The sponsors assume no liability for the contents or use of the information contained in this document. This report does not constitute a standard, specification, or regulation. The sponsors do not endorse products or manufacturers. Trademarks or manufacturers’ names appear in this report only because they are considered essential to the objective of the document. ISU Non-Discrimination Statement Iowa State University does not discriminate on the basis of race, color, age, ethnicity, religion, national origin, pregnancy, sexual orientation, gender identity, genetic information, sex, marital status, disability, or status as a U.S. veteran. Inquiries regarding non-discrimination policies may be directed to Office of Equal Opportunity, 3410 Beardshear Hall, 515 Morrill Road, Ames, Iowa 50011, Tel. 515 294-7612, Hotline: 515-294-1222, email [email protected]. Quality Assurance Statement The Federal Highway Administration (FHWA) provides high-quality information to serve Government, industry, and the public in a manner that promotes public understanding. Standards and policies are used to ensure and maximize the quality, objectivity, utility, and integrity of its information. The FHWA periodically reviews quality issues and adjusts its programs and processes to ensure continuous quality improvement. Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. 4. Title and Subtitle 5. Report Date The Interrelationships between Speed Limits, Geometry, and Driver Behavior November 2018 6. Performing Organization Code 7. Authors 8. Performing Organization Report No. Peter T. Savolainen, Timothy J. Gates, Raha Hamzeie, Trevor J. Kirsch, and Qiuqi Cai 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Center for Transportation Research and Education Iowa State University 11. Contract or Grant No. 2711 South Loop Drive, Suite 4700 Ames, IA 50010-8664 Part of DTRT13-G-UTC37 12. Sponsoring Organization Name and Address 13. Type of Report and Period Covered Midwest Transportation Center U.S. Department of Transportation Final Report 2711 S. Loop Drive, Suite 4700 Office of the Assistant Secretary 14. Sponsoring Agency Code Ames, IA 50010-8664 for Research and Technology Michigan Department of Transportation 1200 New Jersey Avenue, SE 8885 Rick Road Washington, DC 20590 P.O. Box 30049 Lansing, MI 48909 15. Supplementary Notes Visit www.intrans.iastate.edu for color pdfs of this and other research reports. 16. Abstract The relationship between speed and safety continues to be a high-priority research topic as numerous states consider speed limit increases. This study leveraged data from the Second Strategic Highway Research Program (SHRP2) Naturalistic Driving Study (NDS) to examine various aspects of driver behavior, including speed limit selection and engagement with in-vehicle distractions, as well as the impacts of these behaviors on crash risk while controlling for the effects of traffic, geometric, and environmental conditions. High-resolution time-series data were analyzed to examine how drivers adapt their speed on roadways with different posted limits, in speed limit transition areas where increases or decreases occur, as well as along horizontal curves, both with and without posted advisory speeds. The research also involved an investigation of the circumstances under which driver distraction is most prevalent. The factors associated with crash and near-crash events were compared with similar data from normal, baseline driving events across various scenarios to improve understanding of the nature of the precipitating events. Driver responses, including reaction times and deceleration rates, were examined during the course of crash and near-crash events to determine how driver response varied across various scenarios. Ultimately, this research provided important insights as to how drivers adapt their behavior and how these behaviors, in turn, influence the likelihood of being crash involved. 17. Key Words 18. Distribution Statement distracted driving—freeways—horizontal curves—naturalistic driving study— No restrictions. reaction time—speed limit—speed transition areas—two-lane highways 19. Security Classification (of this 20. Security Classification (of this 21. No. of Pages 22. Price report) page) Unclassified. Unclassified. 143 NA Form DOT F 1700.7 (8-72) Reproduction of completed page authorized THE INTERRELATIONSHIPS BETWEEN SPEED LIMITS, GEOMETRY, AND DRIVER BEHAVIOR Final Report November 2018 Principal Investigators Peter T. Savolainen, Safety Engineer Center for Transportation Research and Education Iowa State University Timothy J. Gates, Associate Professor Civil and Environmental Engineering Michigan State University Research Assistants Raha Hamzeie, Trevor J. Kirsch, and Qiuqi Cai Center for Transportation Research and Education Iowa State University Authors Peter T. Savolainen, Raha Hamzeie, Trevor J. Kirsch, Qiuqi Cai, and Timothy J. Gates Sponsored by Midwest Transportation Center, U.S. Department of Transportation Office of the Assistant Secretary for Research and Technology, and Michigan Department of Transportation (MDOT) as a part of the Second Strategic Highway Research Program (SHRP2) Implementation Assistance Program (IAP) A report from Institute for Transportation Iowa State University 2711 South Loop Drive, Suite 4700 Ames, IA 50010-8664 Phone: 515-294-8103 / Fax: 515-294-0467 www.intrans.iastate.edu TABLE OF CONTENTS ACKNOWLEDGMENTS ............................................................................................................. ix EXECUTIVE SUMMARY ........................................................................................................... xi 1. INTRODUCTION .......................................................................................................................1 1.1 Research Objectives .......................................................................................................3 2.0 LITERATURE REVIEW ..........................................................................................................5 2.1 Operating Speed and Speed Limit .................................................................................5 2.2 Operating Speed and Geometric Attributes ...................................................................6 2.3 Operating Speed and Crash Risk ...................................................................................7 3.0 OVERVIEW OF SHRP2 NATURALISTIC DRIVING STUDY DATA ...............................11 3.1 SHRP2 InSight Data ....................................................................................................16 3.2 SHRP2 InDepth Data ...................................................................................................16 3.3 Roadway Information Database ...................................................................................17 3.4 Data Acquisition ..........................................................................................................19 3.5 Data Integration ...........................................................................................................19 4.0 SPEED SELECTION UNDER CONSTANT SPEED LIMITS ..............................................24 4.1 Data Summary .............................................................................................................24 4.2 Statistical Methods .......................................................................................................32 4.3 Results and Discussion ................................................................................................34 5.0 SPEED SELECTION ACROSS SPEED LIMIT TRANSITION AREAS..............................41 5.1 Data Summary .............................................................................................................41 5.2 Statistical Methods .......................................................................................................47
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