Sub-problem 2a - Page 1 of 2 |
ID# C502A01 |
Sub-problem 2a:
Analyzing the Effects
of Pedestrians
Step 1. Setup
Because of the large
number of pedestrians at this intersection, we might want to consider an
exclusive pedestrian phase. We have resolved part of the pedestrian
conflicts with vehicles by closing the northbound approach to vehicular
traffic in
Problem 1. However, the northeast movement of pedestrians from
parking to classes suggests a diagonal crossing might be worth some
consideration.
Assuming we need to
maintain the 120-second cycle, we need to compute the pedestrian green time
for the diagonal movement crossing. Using a crossing distance of 50 feet, a
crosswalk width of 10 feet and a 4-feet-per-second walk speed, the minimum
pedestrian time is calculated to be about 20 seconds. This assumes 500
pedestrians in thirty 120-second cycles per hour, or 17 per interval in the
following formula from HCM Equation 16-2:
Incorporating this
value into an exclusive pedestrian phase yields the following timing for the
intersection:
|
Phase1 |
|
Phase2 |
|
Phase3 |
G = 73 sec |
G = 17 sec |
G = 20 sec |
Y = 4 sec |
Y = 4 sec |
Y = 0 sec |
R = 1 sec |
R = 1 sec |
R = 0 sec |
Discussion:
Take
a few minutes to review the phasing plan with the exclusive pedestrian
phase. By moving the pedestrians to their own phase, will they be assigned
more or less time than they were before? What benefits are derived by
assigning pedestrians with an exclusive phase? Click continue when you are ready
to proceed.
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Sub-problem 2a