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Sub-problem 2b - Page 6 of 10 |
ID# C402B06 |
Sub-problem
2b: What are the Levels of Service
in the Weaving Sections Located in the I-87/Alternate Route 7 Interchange?
Step 2. Results
The weaving analysis methodology of the HCM produces five distinct results:
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The estimate of space mean
speed of weaving and non-weaving traffic in the weaving section.
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Determination of whether the
flows are constrained or unconstrained by the weaving section geometry.
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Forecasts of average density
based on the predicted speeds.
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Forecasts of level of service
based on average density.
- Estimates of the capacity of the weaving section.
The results of the weaving analysis are
provided in Exhibit 4-28.
After you've taken the time to review the data in Exhibit 4-28,
consider the following questions:
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How does the length of each weaving section affect its
operation? |
|
The volume ratio, VR, is more than twice as high in
Weaves B and C as in Weave A; is this significant and if so, why? |
|
What is the significance of the predicted speeds for
the weaving and non-weaving traffic? The weaving speeds are
approximately 16 to 18 mi/hr less than the non-weaving speeds for five of
the time periods presented in the table; is this important and if so, why? |
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Why is the weaving traffic constrained? What is
the practical implication of this finding? |
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What happens when the weaving flow rate exceeds the
model limit? |
| In Weaves A and B, the volume ratio, VR, exceeds the model limit; what is
the likely result that you would observe in the field? |
Discussion:
Take a few minutes to consider these questions, and
your
answers to them. Proceed to the next page when you are ready.
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