*
Increment(g)	Total(g)	Specimen Load(N)	Slope(mm/sec)
  9.900E+2	  9.900E+2	  9.712E+1	  0.000E+0
  2.250E+2	  1.215E+3	  1.192E+2	  2.061E-4
  3.400E+2	  1.555E+3	  1.525E+2	  8.249E-4
  3.400E+2	  1.895E+3	  1.859E+2	  1.930E-3