*
Increment(g)	Total(g)	Specimen Load(N)	Slope(mm/sec)
  9.940E+2	  9.940E+2	  9.751E+1	  1.381E-4
  2.220E+2	  1.216E+3	  1.193E+2	  2.737E-4
  3.400E+2	  1.556E+3	  1.526E+2	  7.145E-4
  3.370E+2	  1.893E+3	  1.857E+2	  1.740E-3