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The affecting mechanisms of other component are similar to these at basic, merge, and diverge segments.
In uncongested flow, CR at basic, merge, and diverge segments appears convex downward to traffic density.
As a result, the difference of CR characteristics at basic, merge, and diverge segments is not significant.
Crash rate (CR) model is firstly developed separately at four facility types: basic, merge, and diverge segments and sharp curve.
The results indicate that there is no significant difference of CR at basic, merge, and diverge segments.
Given the limitation of segment samples available, basic, merge, and diverge segments, and sharp curve will be analyzed in this study.
Similar(53)
In contrast to splitting methods, the basic merging methods (bottom up methods) start from many initial clusters.
The basic merging rule for sampling distributions is as follows.
Pair 1: basic and merge segments −2.448 4 0.092 Pair 2: basic and diverge segments −0.153 4 0.888 Pair 3: merge and diverge segments 0.325 4 0.767 Table 7 CR regression model in congested flow Facility type Sample size Model B + M + D 513 crashes CR = 4.87 × 10−1e0.0155k R2 = 0.924.
At diverge segment, the most significant difference from basic and merge segments is that the DR and the vertical variation h are related to the 1st component.
As mainline flow increases, the effect of merging ratio affecting crash is on the rise at basic and merge segments as opposed to the decreasing significance of diverging ratio at diverge segment.
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