Gregory W Davis
Federal Highway Administration
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Featured researches published by Gregory W Davis.
Transportation Research Record | 2007
Ihab El-Shawarby; Hesham Rakha; Vaughan W Inman; Gregory W Davis
This study analyzes field data gathered from 60 test subjects to characterize driver deceleration rates at the onset of a yellow-phase transition on high-speed signalized intersection approaches using an in-vehicle Global Positioning System. The driver rate of deceleration is analyzed for five yellow-phase trigger times to stop line (1.6, 2.7, 3.3, 4.4, and 5.6 s) as drivers approach the intersection at a speed of 72 km/h (45 mph). Results of the study, based on a sample of 821 deceleration events, indicate that driver deceleration rates range between 1.51 and 7.47 m/s2 (5–24.5 ft/s2) with a mean value of 3.27 m/s2 (10.7 ft/s2). Mean deceleration rates varying from 2.2 m/s2 (7.2 ft/s2) for the longest time to stop line (5.6 s) to 5.9 m/s2 (19.4 ft/s2) for the shortest time to stop line (1.6 s) demonstrate that drivers use more time to decelerate if they are sufficiently away from the intersection. Statistical analyses were used to investigate the effects of the time to stop line, gender, age group, and grade on the average deceleration rates. Results demonstrate that male drivers appear to show slightly higher rates of deceleration when compared with female drivers. This difference increases as the trigger time to stop line decreases. Younger drivers (younger than 40 years old) and older drivers (60 years of age or older) exhibit greater deceleration rates when compared with drivers in the 40- to 59-year age group.
international conference on intelligent transportation systems | 2006
Ihab El-Shawarby; Hesham Rakha; Vaughan Inman; Gregory W Davis
The paper characterizes driver behavior at the onset of a yellow-phase transition on high-speed signalized intersection approaches using field data gathered from 60 test subjects (approximately balanced in gender and age). The driver stopping/running decisions are analyzed for five trigger distances as drivers approach the intersection at a speed of 72 km/h (45 mph). The study demonstrates that the probability of stopping varies from 9% at the shortest yellow-phase trigger distance of 32 m to approximately 100% for the longest 111 m trigger distance. The study also demonstrates an increase in the probability of running for male drivers when compared to female drivers. This difference increases as the trigger distance decreases. The data demonstrate that drivers 65 years of age and older are significantly less likely to clear the intersection at short yellow-phase trigger distances when compared to other age groups. Dilemma zone boundaries (distances where 10% to 90% of the vehicles stop) are derived and uncertainty zones for different age groups are also developed
Archive | 2007
Vaughan W Inman; Gregory W Davis
Transportation Research Board 86th Annual MeetingTransportation Research Board | 2007
Ihab El-Shawarby; Hesham Rakha; Vaughan W Inman; Gregory W Davis
Transportation research circular | 2005
Vaughan W Inman; Gregory W Davis; Dona Sauerburger
Driving Assessment 2003: The Second International Driving Symposium on Human Factors in Driver Assessment, Training and Vehicle DesignFHWA; FMCSA; Honda R&D Americas; Motorola; NHTSA; University of Iowa; Nissan Tech Center North America; University of Minnesota; Virginia Tech; Seeing Machines - Australia; UMTRI; TTI; University of Leeds, UK; Human Factors and Ergonomics Society; TRB. | 2005
Gregory W Davis; Vaughan W Inman; Ted Shafer; Bryan J Katz
Archive | 2008
Vaughan W Inman; Gregory W Davis; Ihab El-Shawarby; Hesham Ahmed Rakha
Transportation Research Board 85th Annual MeetingTransportation Research Board | 2006
Vaughan W Inman; Gregory W Davis; Ihab El-Shawarby; Hesham Rakha
Archive | 2011
Thomas M Granda; Gregory W Davis; Vaughan W Inman; John A Molino
Archive | 2009
Vaughan W Inman; Gregory W Davis