*
Increment(g)	Total(g)	Specimen Load(N)	Slope(mm/sec)
  9.000E+2	  9.000E+2	  8.829E+1	  0.000E+0
  2.250E+2	  1.125E+3	  1.104E+2	  2.053E-4
  2.250E+2	  1.350E+3	  1.324E+2	  4.460E-4
  3.200E+2	  1.670E+3	  1.638E+2	  1.120E-3