| 
         
       | 
    
    
      
        Transportation Design Problem 1 - Determine passing sight distance for a crest vertical curve:
       | 
    
    
      | 
        Given a crest vertical curve connecting an ascending grade of 5% to a descending grade of 3%.  If the PVC is at station 23+00 and the PVT is at station 38 + 00, what is the required passing sight distance. | 
    
    
    
      
          1. From the transportation submenu open the passing sight distance crest vertical curve calculation, CrstVrtCrvPassS.aspx.  Input the "Title" of the calculation, the "Designer/Checker" information and the variables.
           LC = 3800 - 2300 = 1500 feet.  Click on the "Calculate" button.  Read the results.  The minimum passing sight distance is 724.57 feet.
           
           
       | 
    
    
      
          
            
           
            
           
           | 
    
    
    
    
      
          2. Summary
          
           
          
       | 
    
    
      
           The minimum passing sight distance is 724.57 feet.
           
           
          
  | 
    
    
    
      | 
       
       |