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Sample B-1 @ 0'-5'Dry Density (pcf)113.4 <br />Description Moisture Content (%)10.5 <br />f-angle (degree)37.5 <br />Cohesion (ksf)0.040 <br />Project: <br />Plate <br />D-3 <br />Project No.:7160.23 Date:January, 2024Tel (562) 426-7990 Fax (562) 426-1842 <br />Silty Fine Sand <br />Ultimate <br />(Residual) <br />Associated Soils Engineering, Inc.Proposed Community Hub Building <br />1801 E. Chestnut Av., Santa Ana,CA <br />2860 Walnut Avenue Direct Shear Test Result <br />(ASTM D 3080-11 Test Method)Signal Hill, CA 90755 <br />0.0 <br />0.5 <br />1.0 <br />1.5 <br />2.0 <br />2.5 <br />0.0 0.5 1.0 1.5 2.0 2.5 <br />Sh <br />e <br />a <br />r <br /> <br />S <br />t <br />r <br />e <br />s <br />s <br /> <br />( <br />k <br />s <br />f <br />) <br />Normal Stress (ksf) <br />Sample remolded to 90% <br />relative compaction per ASTM <br />D1557-12 Test Method <br />Residual (Ultimate)Values