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Estimating the effect of vehicle speeds on bicycle and pedestrian safety on the Georgia arterial roadway network.
Arias, Daniel; Ederer, David; Rodgers, Michael O; Hunter, Michael P; Watkins, Kari E.
Afiliación
  • Arias D; School of Civil & Environmental Engineering, Georgia Institute of Technology, 788 Atlantic Drive NE, Atlanta, GA 30332, United States.
  • Ederer D; School of Civil & Environmental Engineering, Georgia Institute of Technology, 788 Atlantic Drive NE, Atlanta, GA 30332, United States. Electronic address: davidederer@gatech.edu.
  • Rodgers MO; School of Civil & Environmental Engineering, Georgia Institute of Technology, 788 Atlantic Drive NE, Atlanta, GA 30332, United States. Electronic address: michael.rodgers@ce.gatech.edu.
  • Hunter MP; School of Civil & Environmental Engineering, Georgia Institute of Technology, 788 Atlantic Drive NE, Atlanta, GA 30332, United States. Electronic address: michael.hunter@ce.gatech.edu.
  • Watkins KE; School of Civil & Environmental Engineering, Georgia Institute of Technology, 788 Atlantic Drive NE, Atlanta, GA 30332, United States. Electronic address: kari.watkins@ce.gatech.edu.
Accid Anal Prev ; 161: 106351, 2021 Oct.
Article en En | MEDLINE | ID: mdl-34461395
ABSTRACT
Cyclists and pedestrians account for a disproportionate amount of the world's 1.3 million road deaths every year. This is a growing problem in the United Sates where bicyclist and pedestrian fatalities have increased steadily since 2009. A large body of research suggests vehicle speeds are a key contributing factor for crashes. However, few studies of bicycle or pedestrian crash probability incorporate detailed vehicle speed data. This study uses probe vehicle speed data to examine the impact of vehicle speeds on bicycle and pedestrian crashes on the state of Georgia's network of major arterial roadways. The analysis examines 7000 road segments throughout the state in 2017. A Negative Binomial model relates annual crash and speed data on each segment. Models using speed percentiles (85th, 50th and 15th) are contrasted with models using speed differences (85th-50th and 50th-15th percentile). A small set of covariates are included segment length, number of lanes, Average Annual Daily Traffic, and urbanicity. Results indicate that larger differences in high-end speed percentiles are positively associated with bicycle and pedestrian crash frequency on Georgia arterials. Furthermore, the coefficients on the high end of the speed distribution, measured by the difference in 85th and 50th percentile speeds, have greater magnitude and statistical significance than the low end of the distribution. This research shows a negative relationship between speed and crashes may be flawed, as it does not account for the distributions of speed. The findings in this study suggest that planners and engineers should identify areas with large speed distributions, especially at the high vehicle speeds, and work to reduce the fastest speeds on these roadways. To do so, differences in speed percentiles measured using probe vehicle speeds can be used to determine where high risk areas are located.
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Texto completo: 1 Colección: 01-internacional Base de datos: MEDLINE Contexto en salud: 2_ODS3 Problema de salud: 2_accidentes_transito Asunto principal: Peatones Tipo de estudio: Prognostic_studies / Risk_factors_studies Límite: Humans País/Región como asunto: America do norte Idioma: En Revista: Accid Anal Prev Año: 2021 Tipo del documento: Article País de afiliación: Estados Unidos

Texto completo: 1 Colección: 01-internacional Base de datos: MEDLINE Contexto en salud: 2_ODS3 Problema de salud: 2_accidentes_transito Asunto principal: Peatones Tipo de estudio: Prognostic_studies / Risk_factors_studies Límite: Humans País/Región como asunto: America do norte Idioma: En Revista: Accid Anal Prev Año: 2021 Tipo del documento: Article País de afiliación: Estados Unidos
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