Analyzing the Effect of Driver Age on Operating Speed and Acceleration Noise: On-Board Second-by-Second Driving Data

The objective of this research was to characterize the second-by-second driving style of older drivers to account accurately for differences in lead-vehicle operations for different subgroups of drivers. The project focused on differences by age and used field data collected with in-vehicle instrumentation on a predefined route. The sample set included 19 individuals older than age 70 and 16 individuals between the ages of 21 and 35 years. Trends and differences in unconstrained speed and acceleration noise— including interactions with intersection departures, posted speed limits, grade, and horizontal curvature—were explored. The speeds of younger drivers were up to 3 mph greater than those of older drivers; variations were also attributable to geometric roadway characteristics. Most notably, the speed of younger drivers was influenced 64.5% more than the speed of older drivers by the curvature change rate in 35 mph zones. Older drivers were influenced 87% more than younger drivers by grade in 25 mph zones. Results reinforced the importance and feasibility of accounting for driver style in traffic simulation and emissions modeling and emphasized that age and geometric features were valuable factors for defining typology. Large robust data sets of driving behavior are needed to calibrate models of lead-vehicle behavior.

[1]  Donald Richard Drew,et al.  Traffic flow theory and control , 1968 .

[2]  Lisa J Molnar,et al.  Improving older driver knowledge and self-awareness through self-assessment: the driving decisions workbook. , 2003, Journal of safety research.

[3]  Jon E Burkhardt,et al.  Tomorrow’s Older Drivers: Who? How Many? What Impacts? , 1999 .

[4]  Paolo Perco,et al.  The Consideration of Intersections in the Operating Speed-Profile of Two-Lane Rural Roads , 2010 .

[5]  Hesham A Rakha,et al.  Evaluation of Driver Deceleration Behavior at Signalized Intersections , 2007 .

[6]  Jeremy Woolley,et al.  Effect of a lower default speed urban speed limit on speeds in South Australia , 2005 .

[7]  Ulla Kaisa Knutsson SWEDISH NATIONAL ROAD AND TRANSPORT RESEARCH INSTITUTE , 2003 .

[8]  Raymond A. Krammes,et al.  Preliminary Validation of a Speed-Profile Model for Design Consistency Evaluation , 1996 .

[9]  Raymond C. Peck,et al.  The identification of high-risk older drivers through age-mediated point systems , 1992 .

[10]  Carol Holland OLDER DRIVERS: A REVIEW , 2001 .

[11]  L. Boyle,et al.  Driver Performance at Two-Way Stop-Controlled Intersections on Divided Highways , 2008 .

[12]  Lisa Aultman-Hall,et al.  Analysis of Real-World Lead Vehicle Operation for Modal Emissions and Traffic Simulation Models , 2010 .

[13]  Brian N. Fildes Older drivers' safety and mobility: Current and future issues , 2006 .

[14]  José Luis Jiménez-Palacios,et al.  Understanding and quantifying motor vehicle emissions with vehicle specific power and TILDAS remote sensing , 1999 .

[15]  H Christopher Frey,et al.  On-Road Measurement of Vehicle Tailpipe Emissions Using a Portable Instrument , 2003, Journal of the Air & Waste Management Association.

[16]  Robert Herman,et al.  Traffic Dynamics: Analysis of Stability in Car Following , 1959 .

[17]  Abishai Polus,et al.  Predicting Operating Speeds on Tangent Sections of Two-Lane Rural Highways , 2000 .

[18]  Sophia Vardaki,et al.  Investigation of Actual and Perceived Behavior of Older Drivers on Freeways , 2008 .

[19]  David Shinar,et al.  Eye Movements of Younger and Older Drivers , 1997, Hum. Factors.

[20]  J. Caird,et al.  The effect of yellow light onset time on older and younger drivers' perception response time (PRT) and intersection behavior , 2007 .

[21]  Lana M Trick,et al.  The effects of visibility conditions, traffic density, and navigational challenge on speed compensation and driving performance in older adults. , 2010, Accident; analysis and prevention.

[22]  Kyoungho Ahn,et al.  COMPARATIVE FIELD EVALUATION OF VEHICLE CRUISE SPEED AND ACCELERATION LEVEL IMPACTS ON HOT STABILIZED EMISSIONS , 2005 .

[23]  Alberto M. Figueroa Medina,et al.  Speed Changes in the Vicinity of Horizontal Curves on Two-Lane Rural Roads , 2007 .

[24]  Leonard Evans OLDER-DRIVER RISKS TO THEMSELVES AND TO OTHER ROAD USERS , 1991 .

[25]  J R Stewart,et al.  Cognitive test performance and crash risk in an older driver population. , 1998, Accident; analysis and prevention.

[26]  John N Ivan,et al.  Factors influencing injury severity of motor vehicle-crossing pedestrian crashes in rural Connecticut. , 2003, Accident; analysis and prevention.

[27]  A J McKnight,et al.  Multivariate analysis of age-related driver ability and performance deficits. , 1999, Accident; analysis and prevention.

[28]  L Hakamies-Blomqvist,et al.  Why do older drivers give up driving? , 1998, Accident; analysis and prevention.

[29]  Said M. Easa,et al.  PREDICTION OF OPERATING SPEED ON THREE-DIMENSIONAL HIGHWAY ALIGNMENTS , 2001 .

[30]  Francois Dion,et al.  Using Global Positioning System Data for Field Evaluation of Energy and Emission Impact of Traffic Flow Improvement Projects: Issues and Proposed Solutions , 2001 .

[31]  Randall Guensler,et al.  Exploring the Relationship between Roadway Characteristics and Speed Variation , 2009 .

[32]  Alfredo Garcia,et al.  Modeling Operating Speed and Deceleration on Two-Lane Rural Roads with Global Positioning System Data , 2010 .

[33]  Britt A. Holmén,et al.  Characterizing the Effects of Driver Variability on Real-World Vehicle Emissions , 1998 .