| Sub-problem 3a - Page 1 of 7 | ID# C203A01 | 
      
      
     
    
      Sub-problem 3a: Shenendehowa Campus AM & PM peak - Existing Conditions
      Peak
      Hour Factor 
      The
      peak hour factor (PHF) accounts for variations in flows that occur during
      the heaviest hour of traffic. If the volume for the hour is 800 vehicles
      and the heaviest volume duLevel of Serviceny one 15-minute period is 250 vehicles,
      then the peak hour factor is 0.80 (800/(4*250)). When you input the hourly
      volumes and the peak hour factor, you will evaluate the conditions that exist during the peak 15
      minutes, the time when the facility is most heavily loaded. 
      
      
      
      We can use the highly peaked flows at
      the entrance to the Shenendehowa campus to show how the peak hour factor 
      works and the effect it has. Using data for this intersection will show 
      how the typical method for applying the peak hour factor might or might not lead 
      to the right assessment of the performance conditions in some situations. 
      
    Discussion:
    
     Traffic 
    engineers hold different perspectives on the peak hour factor. Some compute 
    values for each clock hour (3-4, 4-5, etc.). Some consider each sequence of 
    four 15-minute time periods and use the sequence with the maximum total 
    volume for the peak hour factor. Some predicate PHF
      calculation on the sequence of 15-minute time periods that has the maximum
      flow for the movement, others, the maximum total intersecting volume for
      the intersection. Still others focus on demand, not volume as the basis
      for computing the PHF. What do you do? What do you think should be done if
      the data were available?
Traffic 
    engineers hold different perspectives on the peak hour factor. Some compute 
    values for each clock hour (3-4, 4-5, etc.). Some consider each sequence of 
    four 15-minute time periods and use the sequence with the maximum total 
    volume for the peak hour factor. Some predicate PHF
      calculation on the sequence of 15-minute time periods that has the maximum
      flow for the movement, others, the maximum total intersecting volume for
      the intersection. Still others focus on demand, not volume as the basis
      for computing the PHF. What do you do? What do you think should be done if
      the data were available? 
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    Peak Hour Factor Analysis