Sub-problem 4b - Page 3 of 5 |
ID# C204B03 |
Sub-problem 4b: Clifton Country Road PM peak hour - Existing Conditions
Demand vs. Volume
When you collect turning movement counts at an intersection, you are
recording the output from the intersection, but not necessarily the input. Traffic counts record the vehicles that
have been processed by the intersection, leaving uncounted those that are queued up
and waiting to
be processed. The counts you collect are volumes, and the arrivals are demand. In many cases, congested intersections have demand/volume
ratios greater than 1.0 during the peak hour. That is, the arriving
demands are greater than the intersection can handle. Queues begin to form
and grow while the demand to capacity (D/C) ratio is greater than 1.0. They only begin to
dissipate when the D/C ratio becomes less than 1.0.
In
Exhibit 2-43, we see the
base case (Dataset 38) results for the PM Existing
conditions. The delays range from 13.1 to 54.7 seconds per vehicle, the
queues reach up to 10.9 vehicles on average and 20.0 vehicles at the 95th
percentile, and the v/c ratios are 0.40 to 0.98. Five of the v/c ratios
are 0.80 or above.
The intersection is near capacity. Not all of the approaches
have v/c ratios at or greater than 1.0, but a number of them have specific
movements that are close. On some days, this
intersection is over capacity. Demand probably does exceed capacity, and
queues form.
When we examine the PM With condition, we need to be
prepared to check for D/C ratios greater than one and take appropriate
actions.
[ Back ] [ Continue ]
to Sub-problem 4b