00983186

Component

https://doi.org/10.3141/1881-04

http://scholar.google.com...acek&publication_year=2004

The roundabout form of intersection underwent a huge boom in Switzerland in the 1990s. So-called compact roundabouts have proved particularly successful with regard to traffic safety; in many cases it was possible to eliminate accident "black spots" by converting existing intersections. Analysis of accident data has shown, however, that safety improvements have not produced satisfactory results at all roundabouts. Indeed, before-and-after comparisons indicate certain roundabouts actually experienced increases in the number of accidents. The causes of these negative effects appear to lie in local circumstances. A research project was launched to investigate the relationships between accident occurrence, traffic flow, and geometry in the area of roundabouts. The goal of the project was to develop basic principles for a Swiss design standard. The central importance in roundabout design of the deflection of vehicle pass-through tracks by means of the roundabout's central island was established. An insufficient deflection of the vehicle stream from the straight direction of travel results in failures to give way, increased pass-through speeds, and underestimations of these speeds by the other parties in conflict situations. These consequences are manifested in increased accident frequency.

This paper appears in Transportation Research Record No. 1881, Geometric Design and the Effects on Traffic Operations 2004.

00983182

English

p. 27-35

2004

Transportation Research Record

0309094771

Figures (14) ; References (8) ; Tables (1)

Before and after studies; Crash data; Design standards; Geometric design; Roundabouts; Traffic crashes; Traffic flow

Switzerland

Design; Highways; Planning and Forecasting; I21: Planning of Transport Infrastructure

TRIS, TRB, ATRI

Dec 2 2004 12:00AM

• DESIGN AND OPERATIONAL PERFORMANCE OF CROSSOVER DISPLACED LEFT-TURN INTERSECTIONS
• DETERMINING CRITICAL LENGTH OF GRADE FOR GEOMETRIC DESIGN OF VERTICAL ALIGNMENTS
• DEVELOPMENT OF THE DISPLACED RIGHT-TURN INTERSECTION
• FUZZY MODEL FOR SAFETY EVALUATION PROCESS OF NEW AND OLD ROADS
• GEOMETRIC MODELS TO CALCULATE INTERSECTION SIGHT DISTANCE FOR UNPROTECTED LEFT-TURN TRAFFIC
• HIGHWAY DESIGN CONSISTENCY: REFINING THE STATE OF KNOWLEDGE AND PRACTICE
• INFLUENCE OF SPEEDS ON DESIGN STANDARDS IN SWITZERLAND
• LENGTHS OF DOUBLE OR DUAL LEFT-TURN LANES