Sub-problem 3a - Page 11 of 13 |
ID# C403A11 |
Sub-problem 3a: Weaving Analysis
Traffic from the
on-ramp interferes with the traffic trying to get from I-787 to the
off-ramp, which slows the flow rates on I-787 down substantially. The
weaving speeds become low and the operation of the weaving section becomes
sluggish.
We can now return to
the peak hour factor assumption and see how it affects the LOS prediction.
We will also consider the effects of the free flow speed assumption. We will
use the PM peak hour for the tests, varying the peak hour factor from 0.8 to
1.0 and the free flow speed from 55 mph and 65 mph.
|
Exhibit 4-55. Density
versus PHF for Two Speeds
|
The results of
these analyses are presented in Exhibit 4-54. Although the level of service changes only in the last
case, an examination of the densities and speeds shows that the peak hour
factor and free flow speed assumptions are important. As the peak hour
factor increases, the density of traffic in the weaving segment decreases
and the speeds increase. As the free flow speed increases, the densities
decrease and the speeds increase. These trends are illustrated in Exhibit
4-55.
Exhibit 4-54. Location E, PM Peak Hour PHF and Free Flow
Speed Sensitivity Analysis |
Weave |
PHF |
Sff
mph |
Ww |
Wnw |
Sw
mph |
Snw
mph |
S
mph |
Density pcpmpl |
LOS |
Operation of Type |
E |
0.80 |
55 |
5.73 |
1.17 |
21.69 |
35.71 |
26.04 |
60.21 |
F |
Constrained |
E |
0.85 |
55 |
5.40 |
1.08 |
22.03 |
36.59 |
26.52 |
55.64 |
F |
Constrained |
E |
0.90 |
55 |
5.11 |
1.01 |
22.36 |
37.3 |
26.99 |
51.63 |
F |
Constrained |
E |
0.95 |
55 |
4.85 |
0.94 |
22.69 |
38.21 |
27.43 |
48.14 |
F |
Constrained |
E |
1.00 |
55 |
4.61 |
0.88 |
23.02 |
38.97 |
27.87 |
44.99 |
F |
Constrained |
E |
0.80 |
65 |
5.73 |
1.17 |
23.17 |
40.31 |
28.29 |
55.42 |
F |
Constrained |
E |
0.85 |
65 |
5.40 |
1.08 |
23.59 |
41.39 |
28.87 |
51.10 |
F |
Constrained |
E |
0.90 |
65 |
5.11 |
1.01 |
24.00 |
42.41 |
29.44 |
47.33 |
F |
Constrained |
E |
0.95 |
65 |
4.85 |
0.94 |
24.40 |
43.37 |
29.98 |
44.05 |
F |
Constrained |
E |
1.00 |
65 |
4.61 |
0.88 |
24.80 |
44.29 |
30.51 |
41.10 |
E |
Constrained |
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Sub-Problem 3a