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Pedestrian Signal Safety - AAA Foundation for Traffic Safety

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194<br />

SITE SELECTION<br />

<strong>Pedestrian</strong> countdown (PCD) signals are used almost exclusively at signalized intersections<br />

maintained by Salt Lake City. Some city-maintained signal intersections have traditional pedestrian<br />

signals (TPS), but these intersections generally are characterized by low pedestrian volumes. In<br />

the city limits, a number of signalized intersections are maintained by the state of Utah. At the time<br />

the data were collected <strong>for</strong> this study, some state-maintained signalized intersections with moderate<br />

pedestrian volumes were equipped with TPS.<br />

There<strong>for</strong>e, <strong>for</strong> the study intersections, the PCD intersections were selected from city-maintained<br />

signalized intersections, and the TPS intersections were selected from state-maintained signalized<br />

intersections. The state-maintained intersections were those on state-maintained roadways. As such,<br />

these were likely to be higher-volume, higher-speed roadways and may have differed slightly in<br />

character from the city-maintained signals.<br />

A traffic engineer from Salt Lake City provided a list of approximately 20 city- and state-maintained<br />

intersections that had significant pedestrian activity. The project engineer reviewed these 20<br />

intersections <strong>for</strong> the 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;<br />

• conventional intersection design;<br />

• surrounding land use; and<br />

• comparability in walking environment at intersections.<br />

Based on these field observations, discussions with the engineering staff, and the recommendations<br />

of the <strong>AAA</strong> representatives in the area, three intersections were selected <strong>for</strong> the study:<br />

• State Street and 2100 South (traditional);<br />

• State Street and 200 South (countdown); and<br />

• 1300 East and 500 South (countdown).<br />

Initially, data were collected only at these three intersections. The data collection team returned to<br />

Salt Lake City in early May 2005. The engineering staff in Salt Lake City assisted the project team in<br />

the selection of a fourth study intersection. A list of five intersections equipped with TPS was provided<br />

to the research team. These intersections were located in the Salt Lake City metropolitan area,<br />

but not necessarily in the city limits. Based on the criteria specified <strong>for</strong> study intersections, a fourth<br />

intersection was selected:<br />

• State Street and 3300 South (traditional).

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