*
Increment(g)	Total(g)	Specimen Load(N)	Slope(mm/sec)
  3.830E+2	  3.830E+2	  3.757E+1	  3.492E-5
  8.000E+1	  4.630E+2	  4.542E+1	  4.116E-5
  1.360E+3	  1.823E+3	  1.788E+2	  3.811E-4
  1.361E+3	  3.184E+3	  3.124E+2	  1.170E-3