Sub-problem 3b - Page 4 of 4
    Sub-problem 3b: Pedestrian Level of Service
    Although short cycle lengths are desirable for 
    intersections with high pedestrian volumes, as discussed earlier, wide major 
    roadways require a longer green time for the minor street to accommodate 
    pedestrians crossing the major roadway. Also, in areas where a high 
    percentage of elderly or disabled pedestrians are expected, a slower walking 
    speed may also require a longer crossing time. Depending on the width of the 
    roadways and the pedestrian volume, it may be impractical to use a short 
    cycle length under these conditions. 
    Another issue to consider is pedestrian corridor speed. In 
    central business districts or other high pedestrian environments, where a short intersection spacing 
    is present, it may be beneficial to provide some 
    coordination for pedestrians. The short intersection spacing found along 
    Museum Road may be a potential candidate for such timing.
    Discussion:
    
     Pedestrian 
    non-compliance at signalized intersections is defined in the HCM solely by 
    pedestrian delay. What other factors might play a role in pedestrian 
    non-compliance? Click the link below when you are ready to continue.
Pedestrian 
    non-compliance at signalized intersections is defined in the HCM solely by 
    pedestrian delay. What other factors might play a role in pedestrian 
    non-compliance? Click the link below when you are ready to continue.
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    3b