Civil Engineering Reference
In-Depth Information
are best suited for evaluating speci
c locations. Many of the equations are complex
and require computerized analysis.
This section, focuses on a general assessment of how traf
c speed on arterial
roads is impacted by the volumes they carry.
Figure 12.9 shows
five types of arterials whose free-
fl
ow speed ranges from 40
to 12 mph. Streets with low free-
fl
low speeds (between 20 and 12 mph) are included
in the
figure, although they are unlikely to function as
arterial streets.
c volume increases, speeds generally decreases until a
critical speed is reached and throughput volume reaches its maximum value
(V/C = 1.0). The heavy lines are superimposed on the initial analysis to give a
working approximation of how speeds decrease as traf
It can be seen that as traf
c volumes increase. When
the volume-to-capacity ratios are less than 0.60, the speeds change very little. As
volume-to-capacity ratio increases, there is a sharp decline in speeds.
Table 12.3 summarizes the relationship between free-
fl
ow speed (Sf), and the
critical speed (Sc)
for maximum throughput volume (Vm)
reached when
V/C = 1.0, for each class of arterial streets in Fig. 12.9 .
Fig. 12.9 Speed and volume/capacity ratios for arterial streets. Source Reference [ 4 ], p 30, Fig. 3
and 6
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