| Problem 1 - Page 1 of 2 | ID# C401001 | 
      
      
     
    
    Problem 1: Basic Freeway 
    Sections
    
    
     Printable Version
    Printable Version
    Basic freeway 
    sections are among the most elementary of all highway facilities. They are 
    single-directional links that tie one freeway juncture to the next. The 
    freeway junctures can be weaving sections, ramp junctions, or merge or 
    diverge points. Basic freeway sections are quickly identifiable because 
    there is no distinctive pattern to the lane changing, and no evidence exists of 
    distinctive subordinate traffic streams, as there would be at a weave, a 
    ramp, or a merge or diverge. 
    In this case study, two basic freeway sections exist on Route 7 between I-87 
    and I-787, both eastbound and westbound as shown in 
    Exhibit 4-3. The basic 
    freeway sections are approximately three miles in length and each direction 
    has characteristics that are unique.
    
    The eastbound AADT is about 29,700 and the peak hour 
    volumes range up to about 3,250 in the AM peak and 2,400 
    in the PM peak.
    
    
    
    The westbound section has an AADT of about 30,000 vehicles and peak hour volumes 
    of approximately 2,400 veh/hr in the AM peak and 3,500 
    in the PM Peak. 
    In this problem, 
    we'll use both of these directions to provide illustrations of a basic 
    freeway analyses. The eastbound direction 
    is fairly basic and will allow us to get familiar 
    with the input variables and the outputs, and to see how changes in some of 
    those variables influence the results. The 
    westbound direction has some distinct characteristics 
    that will allow us to look at issues related to the number of lanes 
    available, the designation of truck climbing lanes, and grades. 
    
    Here are some points to consider as you read through problem 1:
    
      
    What time periods do you think should be selected for 
    doing an analysis of a basic freeway section? 
      
      What are the two or three most important characteristics of this subarea 
    that will likely define the operational performance of these basic freeway 
    sections? Do the defining characteristics differ by direction? How is the 
    configuration of each basic freeway section likely to affect downstream 
    system elements like merge points, diverge points, and weaving areas? 
    
    Discussion:
     Take 
    a few minutes to consider these questions. When you are ready to 
    continue, click continue below to proceed.
Take 
    a few minutes to consider these questions. When you are ready to 
    continue, click continue below to proceed.
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