Pedestrian Signal Safety - AAA Foundation for Traffic Safety
Pedestrian Signal Safety - AAA Foundation for Traffic Safety
Pedestrian Signal Safety - AAA Foundation for Traffic Safety
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Table 22. Increase in vehicular delay at intersections operating with level of service A to F due to<br />
changes in walking speed (WALK interval and flashing DON’T WALK interval).<br />
Walking<br />
speed<br />
LOS<br />
A B C D E F<br />
3.50 ft./sec. Insignificant Insignificant Insignificant Minor<br />
Minor to<br />
Moderate Major<br />
3.00 ft./sec. Insignificant Insignificant Minor Moderate Major Major<br />
Furthermore, it was found that delay increased significantly when pedestrian times approached or<br />
exceeded the available minimum green times <strong>for</strong> the concurrent phase. This occurred most often<br />
on the major street approaches, which tended to be wider and, thus, had longer crossing distances<br />
resulting in a greater increase in the pedestrian clearance interval (PCI).<br />
This phenomenon was examined more closely by comparing the effects that varying walking speeds<br />
had on the major and minor approaches to an intersection. According to the data, increased vehicle<br />
delays at intersections with reduced walking speeds primarily were due to delays on the major street<br />
approaches.<br />
Intersections with a slightly higher LOS in the base condition (such as in Florida and Utah) showed a<br />
more uni<strong>for</strong>m increase in delay <strong>for</strong> each walking speed.<br />
Case study intersections operating closer to vehicle capacity (with a lower LOS) in the base or<br />
existing condition, such as in Minnesota, Maryland, and Cali<strong>for</strong>nia, were found to show exponential<br />
increases in average vehicle delay <strong>for</strong> the 3.00 ft./sec. scenario. The Cali<strong>for</strong>nia case study also<br />
exhibited exponential increases in delay <strong>for</strong> the 3.50 ft./sec. scenario. The data indicate that<br />
the increased delay <strong>for</strong> all these case studies was due to increases in delay on the major street<br />
approaches.<br />
Agency Experience Survey<br />
Respondents’ Use of <strong>Pedestrian</strong> Countdown <strong>Signal</strong>s and Traditional <strong>Pedestrian</strong> <strong>Signal</strong>s<br />
• Almost one-half of the respondents already had PCD signals in place. Approximately onequarter<br />
of all respondents planned to install PCD signals during the next five years. Approximately<br />
one-third of all respondents indicated that they had no plans to install PCD signals.<br />
• Most agencies that were using PCD signals reported positive benefits, including favorable<br />
public reaction, increased pedestrian understanding and decision-making in response to the<br />
pedestrian change indication, and increased pedestrian compliance to the signal.<br />
<strong>Pedestrian</strong> Countdown <strong>Signal</strong> Start/End Times<br />
• More than six of 10 respondents (62 percent) started the countdown (the show of the<br />
remaining seconds) at the beginning of the flashing DON’T WALK (FDW) and completed