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Pedestrian Signal Safety - AAA Foundation for Traffic Safety

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62<br />

PEDESTRIAN SURVEY FINDINGS<br />

Approximately 300 pedestrians were surveyed at countdown signals in five of the jurisdictions. The<br />

project team did not survey pedestrians in Salt Lake City, Utah: The survey instrument was intended<br />

<strong>for</strong> use in an area where PCD signals were fairly novel and differed from pedestrian signals at<br />

surrounding intersections. In Salt Lake City, PCD signals are ubiquitous and have been in place <strong>for</strong> a<br />

number of years.<br />

<strong>Pedestrian</strong>s were asked if they noticed anything different about crossing at the intersection than at<br />

similar intersections in the surrounding area. A follow-up question confirmed that the difference noted<br />

was the countdown signal. Key findings of the pedestrian survey included the following:<br />

• In all jurisdictions, the majority of surveyed pedestrians noticed the PCD signals.<br />

• All surveyed pedestrians were asked to explain the meaning of the countdown indication.<br />

In each of the five jurisdictions, more than 90 percent of pedestrians provided a satisfactory<br />

understanding of the countdown signals.<br />

• Of those pedestrians who had a preference regarding the use of TPS or countdown signals,<br />

the majority preferred PCD signals and indicated that they were helpful in crossing the<br />

street safely.<br />

• In the Minneapolis/St. Paul, Minnesota surveys, only 25 percent of those who had a preference<br />

preferred the PCD signal. However, approximately 75 percent of all pedestrians surveyed in<br />

Minneapolis/St. Paul indicated that the PCD signal was helpful in crossing the street safely.<br />

These findings are in disagreement. When asked to provide additional in<strong>for</strong>mation, many of<br />

those surveyed who preferred the traditional signal noted that the PCD signal did not provide<br />

enough time to cross. There<strong>for</strong>e, the preference <strong>for</strong> traditional over countdown may have been<br />

a reflection of concern <strong>for</strong> the amount of time available at the countdown intersection and not<br />

the signal display.<br />

INTERSECTION OPERATIONS ANALYSIS<br />

The intersections used <strong>for</strong> the behavioral analysis were used as case studies <strong>for</strong> this operations<br />

analysis. The CORSIM traffic simulation program was used to evaluate the effect of different walking<br />

speeds <strong>for</strong> determining pedestrian clearance times and to evaluate intersection level of service (LOS).<br />

EFFECT OF DIFFERENT WALKING SPEEDS ON PEDESTRIAN CLEARANCE TIMES<br />

Each case study intersection appendix to this report contains a table that displays the required<br />

pedestrian signal times <strong>for</strong> different walking speeds and the time available <strong>for</strong> that movement at each<br />

of the intersections studied. The pedestrian clearance time (PCT) is the time provided <strong>for</strong> a pedestrian<br />

crossing in a crosswalk, after leaving the curb or shoulder, to travel to the far side of the traveled way<br />

or to a median. PCT is calculated by taking the length of the crosswalk and dividing it by the crossing<br />

speed.<br />

The total time allotted <strong>for</strong> pedestrians to completely traverse a crosswalk is the sum of the PCT and<br />

the WALK time. A 7-sec. WALK time was used as recommended in the 2003 edition of MUTCD <strong>for</strong><br />

five of the six case study intersections. For the case study intersection in Minneapolis, Minnesota, a<br />

12-sec. WALK time was required by agency policy <strong>for</strong> use in calculating total pedestrian walk time.

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