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BEFORE TEST <br />TEST DATA <br />PROJECT NAME: <br />PROJECT NO:G. Criste <br />CLIENT: <br />LOCATION: <br />UNCONFINED COMPRESSION TEST REPORT <br />(ASTM D2166) <br />SPECIMEN SPECIMEN SPECIMEN SPECIMEN SPECIMEN SPECIMEN <br />1-B1@50-50.5 1-B1@5.5-6 1-B1@23-23.5 1-B2@3.5-4 <br />120.3 118.9 <br />10.53 <br />Saturation (%)88.5 81.9 82.3 66.9 <br />1-B2@16-16.5 <br /> Test Moisture Content (%)12.30 11.65 12.46 13.85 <br />Dry Density (pcf)123.2 122.4 <br />Arroyo Lago Test Date:1/18/2024 <br />9785.004.001 PH004 T001 Tested By: <br />Void Ratio 0.38 0.39 0.41 0.43 <br />Diameter (in)2.387 2.386 2.380 2.365 <br />Height (in)5.119 5.038 5.115 5.017 <br />SPECIMEN <br />2.720 <br />Strain at Failure(%) <br />Strain Rate (in/min)0.051 0.050 0.051 <br />DESCRIPTION <br />2.720 <br />8.54 <br />Test Remarks <br />2.720 2.720 <br />3.18 6.45 3.39 6.61 <br />1-B2@36-36.5 <br />10.96 <br />126.8 <br />87.8 <br />0.34 <br />2.388 <br />2.11 <br />3420 Fostoria Way Ste. E | Danville, CA 94526 | T (925) 355-9047 | www.engeo.com <br />330 Land Company, LLC Reviewed By:D. Seibold <br />Pleasanton, CA <br />1-B1@5.5-6 See exploration logs <br />120.3 <br />0.41 <br />2.398 <br />2.08 <br />0.050 0.050 <br />91.6 <br />5.036 <br />12743.86 <br />6371.93 <br />0.050 <br />4.995 <br />5741.08 3488.28 4834.04 3553.51 <br />11482.15 6976.56 9668.07 7107.01 <br />2.14 <br />1-B2@16-16.5 See exploration logs <br />1-B2@36-36.5 See exploration logs <br />2.12 <br />4.10 <br />Specific Gravity (ASSUMED)2.720 2.720 <br />1-B1@50-50.5 See exploration logs <br />Undrained Shear Strength (psf)3772.77 <br />Unconfined Compressive Strength (psf)7545.54 <br />Height-To-Diameter Ratio 2.11 2.15 <br />1-B1@23-23.5 See exploration logs <br />1-B2@3.5-4 See exploration logs <br />0 <br />2000 <br />4000 <br />6000 <br />8000 <br />10000 <br />12000 <br />14000 <br />0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 <br />Co <br />r <br />r <br />e <br />c <br />t <br />e <br />d <br /> <br />C <br />o <br />m <br />p <br />r <br />e <br />s <br />s <br />i <br />v <br />e <br /> <br />S <br />t <br />r <br />e <br />s <br />s <br /> <br />( <br />p <br />s <br />f <br />) <br />Axial Strain (%) <br />Compressive Stress vs. Axial Strain Curve(s) <br />1-B1@50-50.5 1-B1@5.5-6 1-B1@23-23.5 1-B2@3.5-4 1-B2@16-16.5 1-B2@36-36.5