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3000 <br />2500 <br />O Peak <br />2000 <br />❑ Ultimate <br />Ln <br />a <br />Ln <br />LU <br />w <br />P500 <br />Q <br />w <br />N <br />1000 <br />-0,000000 <br />500 <br />0 <br />0 <br />500 <br />1000 1500 2000 <br />2500 <br />3000 <br />NORMAL PRESSURE (PSF) <br />Note: Sample <br />was remolded to 90 % maximum relative density and optimum moisture <br />Maximum Dry Density: 122.5 pcf <br />Optimum Moisture: 12.5 <br />Project Address: <br />Normal <br />Initial <br />Final <br />FF / Santa Ana <br />Stress <br />Moisture <br />Moisture <br />A, <br />EGLAB, I C. <br />Client: <br />LGC Valley, Inc. <br />(psf) <br />N <br />N <br />Project No.: <br />213031-01 <br />500 <br />12.5 <br />22.7 <br />EGLAB Project No.: 21-059-022 <br />1000 <br />12.5 <br />21.5 <br />DIRECT SHEAR <br />2000 <br />12.5 <br />20.8 <br />It <br />Council <br />12/21 — 7 (ASTM D308 <br />202 Figure <br />Sample <br />Sample <br />Cohesion <br />Friction <br />Boring No. <br />Depth (ft) <br />Soil Type <br />Symbol <br />No. <br />Type <br />(PSF) <br />Angle <br />B-3 <br />A <br />1.0-5.0 <br />Bulk <br />CL <br />� <br />242 <br />28 <br />❑ <br />116 <br />28 <br />