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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SITE SELECTION<br />
The City of White Plains maintains 132 signalized intersections, of which 101 have pedestrian signals.<br />
White Plains began installing pedestrian countdown (PCD) signals in its jurisdiction in December<br />
2003. At the time of the study, it had signals installed at 15 intersections, mainly in its central business<br />
district, where there was a large volume of pedestrians. The signals were compliant with the Manual<br />
on Uni<strong>for</strong>m <strong>Traffic</strong> Control Devices (MUTCD) and displayed the countdown during the flashing DON’T<br />
WALK (FDW) interval.<br />
Walking speed was used as part of the calculation to determine the pedestrian signal intervals,<br />
varying between 3.00 and 4.00 feet/second (ft./sec.), depending on the presence of schools and<br />
known older populations. The city concentrated its placement of PCD signals at high-volume/<br />
high-pedestrian intersections with long crossing distances. There were no <strong>for</strong>mal criteria <strong>for</strong> defining<br />
high volume or long crossing distances; city engineers used their judgment regarding which<br />
intersections were longer or had high volumes.<br />
White Plains Commissioner of <strong>Traffic</strong> Thomas Soyk recommended 20 intersections <strong>for</strong> the study,<br />
including intersections equipped with PCD signals and with traditional pedestrian signals (TPS). Soyk<br />
selected intersections that had high pedestrian volumes and had been counted <strong>for</strong> pedestrian and<br />
vehicle volume in the last few years. The project engineer reviewed these 20 intersections <strong>for</strong> the<br />
following aspects:<br />
• pedestrian volumes, particularly older pedestrian volumes;<br />
• lack of any construction or other temporary impediments (such as street closures) that may<br />
affect pedestrian behavior;<br />
• ability to sufficiently collect data (such as utility poles located close to the intersection);<br />
• conventional intersection design; and<br />
• surrounding land use.<br />
Based on field observations, discussions with the engineering staff, and the recommendations of the<br />
<strong>AAA</strong> representative, four intersections were selected <strong>for</strong> the study:<br />
• Mamaroneck Avenue and Martine Avenue (countdown);<br />
• Mamaroneck Avenue and Maple Avenue (countdown);<br />
• Mamaroneck Avenue and Post Avenue (traditional); and<br />
• Hamilton Avenue and Church Street (traditional).<br />
Figure F-2 displays the type of pedestrian signal at each of the four intersections. As shown, the<br />
intersections were in close proximity to one another, with the farthest two intersections only one-halfmile<br />
apart. The intersections all were located in the White Plains central business district, which was<br />
characterized by office buildings and commercial storefronts.<br />
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