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ag. 4f <br /> k' <br /> Project NO- 90161.e <br /> 7 June 1990 <br /> Laborator testin <br /> The laboratory testing of undisturbed samples was directed toward <br /> nd engineering properties of the <br /> a determination of the physical a <br /> soil underlying the site. <br /> density tests were performed on <br /> Moisture content and dry <br /> in ander to determine the <br /> representative undisturbed soil samples <br /> ` { ' of the soil and the moisture variation throughout the <br /> consistency <br /> gth parameters of the foundation <br /> studied soil profile. The stren <br /> test performed on a <br /> soils were determined based on a direct shear <br /> representative sample- <br /> ` rberg Limits was performed on a <br /> Determination of Atte <br /> representative sample of the near surface soils in order to <br /> Index, an indication of potential for <br /> determine their Plasticity <br /> rmined, indicating <br /> expansion. A Plasticity index of 22 was dete <br /> moderate plasticity and expansion potential. <br /> YtiY <br /> The results of the laboratory testing of undisturbed soil samples <br /> are resented on the "Logs of Test Borings", and Figure Nas. 14 <br /> p <br /> and 16, this Appendix. <br /> 34 <br />