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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: 
      
      The estimate of space mean 
      speed of weaving and non-weaving traffic in the weaving section.
      Determination of whether the 
      flows are constrained or unconstrained by the weaving section geometry.
      Forecasts of average density 
      based on the predicted speeds.
      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: 
      |  | 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? |  |  | Why is the weaving traffic constrained? What is 
      the practical implication of this finding? |  |  | 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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