|  | 
      network 
      configuration (highway sections and their connections) | 
      |  | 
      link distances set 
      to values obtained from the local MPO (Metropolitan Planning Organization) 
      accurate to the nearest 10 feet | 
      |  | 
      geometrics for all 
      highway segments | 
      |  | 
      freeway free-flow 
      speed density functions set to a minimum of 50 mph and a maximum of 60 mph | 
      |  | 
      ramp speed density 
      functions for the loop ramps, etc., set to a minimum of 22 mph and a 
      maximum of 28 mph | 
      |  | 
      ramp speed density 
      functions for the right-hand ramps and semi-direct ramps set to a minimum 
      of 43 mph and a maximum of 48 mph | 
      |  | 
      ramp speed density 
      functions for all remaining facilities set to a minimum of 27 mph and a 
      maximum of 35 mph | 
      |  | 
      trip matrix using 
      locations A through M in Exhibit 4-78 as 
      the origins and destinations | 
      |  | 
      heavy vehicle 
      percentages set nominally at 5% throughout the network |