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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SUMMARY<br />
In summary, the key results are as follows <strong>for</strong> Montgomery County:<br />
• Walking speeds <strong>for</strong> older pedestrians were generally slower than <strong>for</strong> pedestrians under 65 by<br />
approximately 0.80 ft./sec. at traditional intersections and 1.10 ft./sec. at PCD signals.<br />
• There was no appreciable difference between walking speeds at traditional and PCD signals<br />
<strong>for</strong> younger pedestrians. MWS <strong>for</strong> older pedestrians was 0.30 ft./sec. faster at intersections<br />
equipped with TPS.<br />
• <strong>Pedestrian</strong>s with mobility impairments and without motorized wheelchairs had appreciably<br />
slower walking speeds—their mean speed was 3.10 ft./sec. compared to about 4.20 ft./sec. <strong>for</strong><br />
older pedestrians. A small sample size is recognized.<br />
• Older pedestrians had a slower start-up time, but this varied by intersection and leg of<br />
intersection.<br />
• Compliance with pedestrian signals (entering crosswalk on WALK display) was found at PCD<br />
signals <strong>for</strong> younger pedestrians. Compliance was similar at TPS and PCD signals <strong>for</strong> older<br />
pedestrians.<br />
• A higher percentage of younger pedestrians were left of the intersection at PCD signal<br />
intersections than at TPS intersections. There was no appreciable difference <strong>for</strong> the<br />
percentage of older pedestrians who were left in the intersection at traditional and PCD<br />
intersections.<br />
• Operational analysis:<br />
o The existing overall LOS at the Montgomery County case study intersection <strong>for</strong> the 3.00<br />
ft./sec. pedestrian walking speed scenario was at capacity (LOS E with a corresponding<br />
average delay of 60 sec. per vehicle).<br />
o From existing volume conditions to a modeled increase of 10 percent over existing<br />
volumes, there was a reduction of two LOS designations (from LOS D to LOS F) and a<br />
corresponding increase of 58 sec. to ADPV.<br />
o For the major street approach, AVD increased exponentially with the increase in traffic<br />
volume <strong>for</strong> the 3.00 ft./sec. walking speed.<br />
o On the minor street approach, there was no change in LOS (LOS D remained the same)<br />
under existing volume conditions as compared to a modeled increase of 10 percent<br />
above existing volumes <strong>for</strong> the 3.50 ft./sec. and 4.00 ft./sec. walking speed scenarios.<br />
There was a maximum increase in ADPV of 8 sec.<br />
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