2013
DOI: 10.1016/j.aap.2012.04.011
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Investigation of models for relating roundabout safety to predicted speed

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Cited by 46 publications
(32 citation statements)
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“…Finally, the negative sign associated with the proportion of heavy vehicles suggests that the speed decreases with the increase of the proportion of heavy vehicles since heavy vehicles usually move at lower speeds when negotiating roundabouts [2,22,38]. The values associated with the coefficients of determination ( 2 ) shown in Table 3 are mainly comparable with those found in similar prior research studies [1,22,39,40].…”
Section: Speed Prediction Modelssupporting
confidence: 78%
“…Finally, the negative sign associated with the proportion of heavy vehicles suggests that the speed decreases with the increase of the proportion of heavy vehicles since heavy vehicles usually move at lower speeds when negotiating roundabouts [2,22,38]. The values associated with the coefficients of determination ( 2 ) shown in Table 3 are mainly comparable with those found in similar prior research studies [1,22,39,40].…”
Section: Speed Prediction Modelssupporting
confidence: 78%
“…As for the contributing factors in 60% of the total crashes, the geometric design of the entrance was identified as problematic in more than one-third of road users-drivers and in the same amount pavement condition, mostly friction, contributed to the crashes. Moreover, according to research by Chen et al [5] at some US and Italian roundabouts, it is suitable to get an approach-level data for models in which traffic safety is related to different predicted approach speeds. This approach could be an indirect way for developing roundabout safety models in which roundabout geometric elements are used to predict speed, which then can be used as a predictor of crash frequency.…”
Section: Introductionmentioning
confidence: 99%
“…Bassani and Sacchi (2011) have developed the following empirical model in Italy for estimating the roundabout circulating speed as a function of the internal circle diameter (diameter of inner edge of the circulatory roadway around the roundabout), circulatory roadway width (the width of the circular road around the roundabout), and roundabout entry width (the width of the road at the point where entering vehicle path crosses the external circle diameter) with R 2 adj. = 0.91 & SEE= 2.2: Chen et al (2013) have evaluated roundabout safety utilizing the average approach speed (AAS), which was defined as the average of entry, circulating (moving around the roundabout), and exiting speeds. They estimated the AAS as a function of the average roundabout diameter (average of inscribed circle and central island diameters) and average roundabout roadway width (average of entry, circulating and exit widths).…”
Section: Modeling Through Traffic Speed At Roundabouts Along Urban Anmentioning
confidence: 99%