*
Increment(g)	Total(g)	Specimen Load(N)	Slope(mm/sec)
  9.900E+2	  9.900E+2	  9.712E+1	  0.000E+0
  2.270E+2	  1.217E+3	  1.194E+2	  0.000E+0
  3.350E+2	  1.552E+3	  1.523E+2	  0.000E+0
  3.450E+2	  1.897E+3	  1.861E+2	  0.000E+0