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A-2 <br />the soils is shown on Plate A-2, Unified Soil Classifi- <br />cation System. Graphical representation of the soils <br />and rock encountered in the borings and test pits is <br />shown on Plates A-lA through A-lD, Log of Borings and <br />Log of Test Pits. The depth at which groundwater was <br />encountered in each boring is also shown on these plates. <br />LABORATORY TESTS <br />The soil samples obtained from the borings <br />were subjected to various laboratory tests to aid in <br />their identification and to determine the engineering <br />properties of these soils. The laboratory tests per- <br />formed included moisture and density determinations, <br />grain -size determinations, Atterburg limits determina- <br />tions, permeability tests, direct shear tests, and con- <br />solidation tests. <br />MOISTURE AND DENSIT <br />Moisture and density tests were performed on <br />selected undisturbed soil samples to define the in-situ <br />O^ME S l: MOORE <br />