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Pages 34-42

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From page 34...
... : the probability of encountering a yield in the traffic stream. The definitions for what constitutes a yield or a crossable gap are given later in this chapter.
From page 35...
... The utilization of crossable gaps is a function of the gap acceptance characteristics of the pedestrian. It may further be influenced by background noise at the site.
From page 36...
... Another caveat of the utilization measure is that it can be used to describe potentially risky behavior. For example, assuming that the defined threshold for a crossable gap is appropriate, any utilization of a non-crossable gap has the potential of increasing the rate of crossable gap utilization to something greater than 100%.
From page 37...
... Similarly, the probability of utilizing a crossable gap is expected to be high, given that the threshold for what is considered crossable is high for 85% of the general pedestrian population. Nonetheless, the chosen walking speed is considered a reasonable assumption in light of national policy documents like the MUTCD, and in light of the fact that the threshold is consistently applied to all sites to allow for a relative comparison.
From page 38...
... Gap Events (n=6) CG This figure shows an illustrative example of how pedestrian–vehicle events are determined in the NCHRP Project 3-78A analysis framework.
From page 39...
... • Yield Lost Time (s) : The yield lost time (YLT)
From page 40...
... Definitions of the utilization measures are consistent with the single-lane analysis framework. For the purpose of this analysis, it is assumed that only events with a crossing opportunity (either a yield or crossable gap)
From page 41...
... The figure shows three possible event states for the lane nearest to the pedestrian: yield, crossable gap, and non-crossable gap. Each of these three event states can be associated with the same three event outcomes in the far lane for a total of nine event combinations.
From page 42...
... and P(GO|Y) , • Sound strips: Increase P(GO|Y)


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