          MICHBACK V1.0 : INPUT DATA FILE
                       Units = 1
                  Input File = sample.dat                    
                 Output File = sample.out                    
                   Plot File = sample.plt                    
                       Route = MSU 29F   
                    District = 12        
             Control Section = 3         
                        Lane = 2         
                     Job No. = 6         
              Description #1 = Test pavement section designated MSU 29F          
              Description #2 = Pavement has moderate alligator cracking          
            Number of Layers =     3
           Load Plate Radius =   5.91
        Y/N Temp. Correction = n
  Y/N Change Convg. Criteria = n
      Gradient Matrix Itera. =     3
             Max. Iterations =    10
           Modulus Tolerance =  1.00
               RMS Tolerance =  1.00
  Y/N Suppr.Intrn. Seed Gen. = n
           Pav't Type Select = 1
              PCC Slab Layer = 0
              Slab Condition = 0
           Number of Sensors =   7
        Sensor Layout Scheme = 1
       Y/N Change Sensor Wts = n
          Y/N Vary Thickness = n
   Layer Number to be Varied = 0
                  Layer Names: 
 AC        
 Base      
 Roadbed   
           
           
              Layer Thickness: 
  13.5
  11.0
    .0
    .0
    .0
               Poisson's Ratio:
.35
.40
.45
.00
.00
                 Seed Modulus: 
        .0
        .0
        .0
        .0
        .0
                 Min. Modulus: 
        .0
        .0
        .0
        .0
        .0
                 Max. Modulus: 
         .0
         .0
         .0
         .0
         .0
           Stf. Layer Modulus:         .0
   Stf. Layer Poisson's Ratio: .00
      Y/N Include Stiff Layer:  
 Y/N Vary Depth to Stf. Layer:  
               Sensor Location:
   .0
  8.0
 12.0
 18.0
 24.0
 36.0
 60.0
   .0
   .0
   .0
                Sensor Weights:
  1.0
  1.0
  1.0
  1.0
  1.0
  1.0
  1.0
  1.0
  1.0
  1.0
                      Station:    0
           Starting Mile Post:     .00000
             Ending Mile Post:     .00000
                  Target Load:  9000.
          Number of Data Sets:     4
 
   Station Location No./Average Load/Pav't Temp./Deflections:
     1.  9358.  79.    6.32667    5.23000    4.70000    4.16333    3.56667    2.73333    1.68000
     2.  9344.  79.    6.22000    5.13000    4.64000    4.08000    3.51000    2.68333    1.63667
     3.  9311.  78.    6.26000    5.09000    4.58667    4.02333    3.49000    2.67333    1.62333
     4.  9312.  80.    6.64000    5.41333    4.86667    4.26000    3.67667    2.81000    1.70333