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SPECIMEN INFORMATION <br />STRAIN RATE (in/min):0.000065 <br />TESTED BY:D. Seibold <br />REVIEWED BY:O. Espinoza <br />3420 Fostoria Way, Suite E | Danville, CA 94526 | T: (925) 355-9047 | F: (925) 355-9052 | www.engeo.com <br />CLIENT:330 Land Company, LLC <br />PROJECT NAME:Arroyo Lago <br />PROJECT NO:9785.004.001-P:004 <br />PROJECT LOCATION:Pleasanton, California <br />REPORT DATE:1/25/2024 <br />VOID RATIO:0.762 0.485 SPECIFIC GRAVITY 2.689 <br />DRY DENSITY (pcf):95.10 112.88 PLASTIC LIMIT: <br />SATURATION (%):98.19 100.00 ASTM D854 - Measured <br />TEST DATA <br />INITIAL FINAL ASTM D4318 - Wet Method <br />MOISTURE CONTENT (%):27.82 18.75 LIQUID LIMIT: <br />REMARKS: <br />SOIL DESCRIPTION:See exploration logs <br />Constant Rate of Strain Consolidation <br />ASTM D4186 <br />SAMPLE ID:1-B3 at 13 DEPTH:14.5-15 ft. <br />0.00 <br />0.10 <br />0.20 <br />0.30 <br />0.40 <br />0.50 <br />0.60 <br />0.70 <br />0.80 <br />0.90 <br />1.00 <br />1.10 <br />1.20 <br />1.30 <br />1.40 <br />1.50 <br />1.60 <br />1.70 <br />1.80 <br />1.90 <br />2.00 <br />2.10 <br />2.20 <br />2.30 <br />2.40 <br />2.50 <br />2.60 <br />2.70 <br />2.80 <br />2.90 <br />0 5 10 15 20 25 30 35 40 45 <br />Cu <br />m <br />m <br />u <br />l <br />a <br />t <br />i <br />v <br />e <br /> <br />W <br />o <br />r <br />k <br /> <br />P <br />e <br />r <br />f <br />o <br />r <br />m <br />e <br />d <br />Average Effective Axial Stress (ksf), σ' <br />Cumulative Work Vs Effective Axial Stress (ksf), σ'