Input  File: N:\2016\LS-0110.100 U-5824\Transportation\Design\Roadway\Estimate\Final\Earthwork\U5824_CMT_XSQuan_Eawk_y8b.inp
Output File: U-5824_Y8B_EW.log
 1     1     1 
 1     2     2 
 1     3     3 Earthwork
 1     4     4 
 1     5     5 tolerance = 0.1
 1     6     6 
 1     7     7 vertical search distance = 500
 1     8     8 
 1     9     9 xs dgn = U5824_Rdy_XSC_y8b_ew.dgn
 1    10    10 
 1    11    11     Proposed Finish Grade
 1    12    12         soil type = Suitable
" 1    13    13             type = line, line_string"
 1    14    14             lvname = Prop CMT Conc Surface
 1    15    15             lvname = Prop CMT Pvmt Surface
 1    16    16             lvname = Prop CMT Slope Grass
 1    17    17             lvname = Prop CMT Subgrade Earthwork
 1    18    18             lvname = Prop CMT Pvmt Surface Shoulder
 1    19    19             lvname = Exist CMT Pavement
 1    20    20 
 1    21    21 
 1    22    22     Existing Ground Line
 1    23    23         soil type = Suitable
" 1    24    24             type = line, line_string"
 1    25    25             lvname = Exist XS Ground Line
 1    26    26             lvname = Exist XS Void Line
 1    27    27             lvname = Exist CMT Ground Line
 1    28    28 
 1    29    29 
 1    30    30     Write Earthwork Shapes
 1    31    31         plot param
 1    32    32             lvname = Prop XS Earthwork Shape
 1    33    33             Stratify Shape Color
 1    34    34 
 1    35    35     End Area Decimal Places = 0
 1    36    36 
 1    37    37         Process Earthwork for Baseline = y8b
 1    38    38         job number = rdy
 1    39    39         beg sta = 11+25.00
 1    40    40         end sta = 12+42.99
 1    41    41 
 1    42    42 
 1    43    43 
 1    44    44 
 0     0    45 END_OF_FILE
COMPUTING EARTHWORKS FOR BASELINE = Y8B
COMPUTING EARTHWORKS FOR JOB = RDY
FORMING LIST OF XSCELLS
BEGINNING EARTHWORKS COMPUTATION

            Material Name    End Areas  Unadjusted Adjusted   Mult   Mass
Station                                 Volumes    Volumes    Factor Ordinate
                             (sq. ft.)  (cu. yd.)  (cu. yd.)                 
----------- ---------------- ---------- ---------- ---------- ------ --------
   11+25.00 SUITABLE
                Common Exc       0.00          0          0   1.00
              Subgrade Exc       0.00          0          0   1.00
               Subsoil Exc       0.00          0          0   1.00
                    Fill         0.00          0          0   0.00

   11+25.00 SUITABLE
                Common Exc       42.00          0          0   1.00
              Subgrade Exc       0.00          0          0   1.00
               Subsoil Exc       0.00          0          0   1.00
                    Fill         0.00          0          0   0.00

   11+50.00 SUITABLE
                Common Exc        9         24         24   1.00
              Subgrade Exc        0          0          0   1.00
               Subsoil Exc        0          0          0   1.00
                    Fill          8          4          4   1.00       20

   11+75.00 SUITABLE
                Common Exc       21         14         14   1.00
              Subgrade Exc        0          0          0   1.00
               Subsoil Exc        0          0          0   1.00
                    Fill          1          4          4   1.00       30

   12+00.00 SUITABLE
                Common Exc       49         32         32   1.00
              Subgrade Exc        0          0          0   1.00
               Subsoil Exc        0          0          0   1.00
                    Fill          3          2          2   1.00       60

   12+25.00 SUITABLE
                Common Exc        1         23         23   1.00
              Subgrade Exc        0          0          0   1.00
               Subsoil Exc        0          0          0   1.00
                    Fill          9          6          6   1.00       77

   12+42.99 SUITABLE
                Common Exc       1.00         1          1   1.00
              Subgrade Exc       0.00         0          0   1.00
               Subsoil Exc       0.00         0          0   1.00
                    Fill         9.00         6          0    0.00

                 G R A N D     S U M M A R Y     T O T A L S
               Material Name         Unadjusted Adjusted   Mult
                                     Volumes    Volumes    Factor
                                     (cu. yd.)  (cu. yd.)
        ---------------------------- ---------- ---------- ------
        SUITABLE
                Common Exc      94        94   1.00
              Subgrade Exc       0          0   1.00
               Subsoil Exc       0          0   1.00
                    Fill        22        0    0.00
