Civil Engineering Reference
In-Depth Information
traf
c demand volume along the roadway at a given time; and (5) the capacity of the
road to serve the demand.
Traf
c volume increases, speed drops.
The speed at which volume reaches its maximum value is the critical speed
c speed varies with traf
c volume: as traf
so
called because when speed continues to drop below this critical value the
throughput volume of the roadway begins to drop as well. Therefore the critical
speed becomes a useful metric in achieving the goal of maximizing/protecting
roadway productivity, and it is a useful traf
c congestion management tool.
12.3 Freeway and Expressway Productivity
12.3.1 Introduction
Figure 12.1 shows the relationship between average speed and average rate of
throughput volume for
ow speeds: 75, 70, 65, 60,
and 55 mph as set forth in the 2010 Highway Capacity Manual, Chap. 11 (2).
These speed-
five freeways with different free-
fl
fl
ow curves indicate that traf
c speeds on freeways do not begin to
drop perceptibly from free
flow speed until their volume reaches about 80 % of their
maximum throughput volumes or when their respective volume-to-capacity ratio
(V/C) = 0.8. When freeways reach their maximum throughput volumes their free
fl
fl
ow
Fig. 12.1 Typical speed-
ow curves for freeways when traffic density is below 45 passenger cars
per lane-mile. Source Reference [ 1 ], highway capacity manual 2010, Chap. 11
fl
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