The following excerpt was taken from the 1990 Manual of Traffic
Signal Design, Second Edition, published by the Institute of Transportation Engineers
(pp. 144-145).
Pedestrian Timing Requirements
Pedestrian movements across signalized intersections are typically accommodated by one
of the following operational options:
- Pedestrians cross the street with the parallel vehicular green indication (no pedestrian
- signal display).
- Pedestrian movements are controlled by a concurrent separate pedestrian signal
- display.
- Pedestrians move on an exclusive phase while all vehicular traffic is stopped.
The essential factor in any of these options is to provide adequate time for the
pedestrian to enter the intersection (walk interval) and to safely cross the street
(pedestrian clearance interval). In cases where there are no separate pedestrian displays
and the pedestrian moves concurrently with vehicular traffic on the parallel street, the
time allocated to vehicular traffic must consider the time required for pedestrians to
react to the vehicular green indication and move across the street.
When separate pedestrian displays (WALK, DONT WALK) are used, the minimum WALK interval
generally ranges from 4 to 7 seconds (as recommended by the MUTCD 4D-7). This allows the
pedestrian ample opportunity to leave the curb before the pedestrian clearance interval
commences. Various research studies have indicated that when there are fewer than 10
pedestrians per cycle, the lower 4 second WALK interval is usually adequate.
The MUTCD mandates that a pedestrian clearance interval always be provided where
pedestrian indications are used. During this interval, a flashing DONT WALK indication is
displayed long enough to allow the pedestrian to travel from the curb to the center of the
farthest travel lane before opposing vehicles receive a green indication. Some agencies
terminate the flashing DONT WALK and display a steady DONT WALK at the onset of the yellow
vehicular change interval. This encourages those pedestrians still in the crosswalk to
complete the crossing without delay. The calculation of the pedestrian clearance time
therefore includes the yellow change interval. That is, the pedestrian clearance time
equals the flashing DONT WALK plus the yellow change interval. . . .
The typical walking speed of 4 ft/s, as cited in the MUTCD, is assumed to represent the
"normal" pedestrian. There are, however, various categories within the general
population that walk at a slower rate. For example, some female pedestrians walk slower
than some male pedestrians; very young children, the elderly, and the handicapped also
walk at a slower rate. Research on pedestrian characteristics verify that over 60% of all
pedestrians move slower than 4 ft/s and 15% walk at or below 3.5 ft/s.
Although this may imply that the lower walking speed (3.5 ft/s) should be used in
calculating the pedestrian timing, many engineers argue that the slower rate creates
longer cycle lengths, ultimately resulting in longer vehicular delays.