Model to Evaluate Potential Accident Rate at Roundabouts

Author:

Mauro Raffaele1,Cattani Marco2

Affiliation:

1. Associate Professor of Road Engineering, Dept. of Mechanical and Structural Engineering, Univ. of Trento, via Mesiano 77, 38050 Trento, Italy.

2. Civil Engineer, Head of Technical Office, Trentino Parcheggi S.p.A., via Brennero 98, 38100 Trento, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference12 articles.

1. Alphand L. Noelle U. and Guichet B. (1991). “Evolution of design rules for urban roundabouts in France.” Intersections without traffic signals II W. Brilon ed. Springer Berlin 126–140.

2. Brenac T. (1993). “Carrefours giratoires en France: evolutions niveau de sécurite.” Seminaire “Giratoires 92 ” Service d’Études Techniques des Routes et Autoroutes—Centre d’Études des Transports Urbains Bagneux France 29–39.

3. Brilon W. and Stuwe B. (1993). “Capacity and design of traffic circles in Germany.” Transportation Research Record 1398 Transportation Research Board Washington D.C.

4. Drew D. R. (1968). Traffic flow theory and control McGraw-Hill New York.

5. Guichet B. (1993). “Typologie des accidents dans les giratoires urbains.” Seminaire “Giratoires 92 ” Service d’Études Techniques des Routes et Autoroutes—Centre d’Études des Transports Urbains Bagneux France 145–151.

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