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DEVELOPMENT AND VALIDATION OF SPEED KIDNEY, A NEW TRAFFIC CALMING DEVICE

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DEVELOPMENT AND VALIDATION OF SPEED KIDNEY, A NEW TRAFFIC CALMING DEVICE

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García García, A.; Moreno Chou, AT.; Romero Rojas, MA. (2011). DEVELOPMENT AND VALIDATION OF SPEED KIDNEY, A NEW TRAFFIC CALMING DEVICE. Transportation Research Record. (2223):43-63. doi:10.3141/2223-06

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Título: DEVELOPMENT AND VALIDATION OF SPEED KIDNEY, A NEW TRAFFIC CALMING DEVICE
Autor: García García, Alfredo Moreno Chou, Ana Tsui Romero Rojas, Mario Alfonso
Entidad UPV: Universitat Politècnica de València. Departamento de Ingeniería e Infraestructura de los Transportes - Departament d'Enginyeria i Infraestructura dels Transports
Universitat Politècnica de València. Instituto del Transporte y Territorio - Institut del Transport i Territori
Fecha difusión:
Resumen:
Traffic calming has been widely applied to urban areas in recent decades to moderate speed and traffic volume. Because most measures used are physical, a vehicle must modify its path and speed. A benefit of traffic calming ...[+]
Palabras clave: Traffic calming , Speed table , Speed hump , Speed bump , Speed reduction
Derechos de uso: Reserva de todos los derechos
Fuente:
Transportation Research Record. (issn: 0361-1981 )
DOI: 10.3141/2223-06
Editorial:
National Academy of Sciences
Versión del editor: http://dx.doi.org/10.3141/2223-06
Agradecimientos:
The authors thank the Center for Studies and Experimentation of Public Works of the Spanish Ministry of Public Works and the Education Department, Valencian Government, Spain, which subsidized the research. The authors ...[+]
Tipo: Artículo

References

Barbosa, H. M., Tight, M. R., & May, A. D. (2000). A model of speed profiles for traffic calmed roads. Transportation Research Part A: Policy and Practice, 34(2), 103-123. doi:10.1016/s0965-8564(98)00067-6

García, A., & Romero, M. (2009). Discussion of «Video-Capture-Based Approach to Extract Multiple Vehicular Trajectory Data for Traffic Modeling» by Heng Wei, Chuen Feng, Eric Meyer, and Joe Lee. Journal of Transportation Engineering, 135(3), 149-150. doi:10.1061/(asce)0733-947x(2009)135:3(149)

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