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CITY OF SANTA ANA <br />Planning and Building Agency <br />Sample No. <br />B1 @2' <br />Sample Type: <br />Undisturbed -Saturated <br />Soil Description: <br />Fine to Medium <br />Grained <br />Sand w/ Some Silt <br />1 <br />2 <br />3 <br />Normal Stress <br />(psf) <br />t000 <br />2000 <br />3000 <br />Peak Stress <br />(psi) <br />672 <br />1320 <br />1956 <br />Displacement <br />(in.) <br />0.175 <br />0.150 <br />0.175 <br />Residual Stress <br />(pso <br />648 <br />1212 <br />1812 <br />Displacement <br />(in.) <br />0.250 <br />0.250 <br />0.250 <br />Initial Dry Density <br />(pco <br />82.1 <br />82.1 <br />82.1 <br />Initial Water Content <br />(%) <br />14.6 <br />14.6 <br />14.6 <br />Strain Rate <br />(in./min.) <br />0.020 <br />0.020 <br />0.020 <br />4000 <br />3500 <br />3000 <br />N 2500 <br />Q. <br />N <br />N <br />L 2000 <br />Cn <br />s 1500 <br />M <br />1000 <br />,rt <br />w <br />500 1000 1500 2000 2500 3000 3500 4000 <br />Normal Stress (psfl <br />Approved <br />F1ERMIT—I-5)§lul fit NCE <br />NorC al Engineering DIRECT SHEAR TEST <br />SOILS AND GEOTECHNICAL CONSULTANTS ASTM D3080 <br />Jose Alarcon PLATE A <br />PROJECT NUMBER: 25129-25 DATE: 3/18/2024 <br />