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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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).