*
Increment(g)	Total(g)	Specimen Load(N)	Slope(mm/sec)
  9.900E+2	  9.900E+2	  9.712E+1	  9.522E-5
  2.250E+2	  1.215E+3	  1.192E+2	  2.245E-4
  3.400E+2	  1.555E+3	  1.525E+2	  6.153E-4
  3.200E+2	  1.875E+3	  1.839E+2	  1.450E-3
  0.000E+0	  1.875E+3	  1.839E+2	  0.000E+0