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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 />-1 <br />0 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />15 <br />16 <br />170.462 <br />0.487 <br />0.512 <br />0.537 <br />0.562 <br />0.587 <br />0.612 <br />0.637 <br />0.662 <br />0.687 <br />0.712 <br />0.737 <br />0.762 <br />0.1 1 10 100 <br />Vo <br />l <br />u <br />m <br />e <br />t <br />r <br />i <br />c <br /> <br />S <br />t <br />r <br />a <br />i <br />n <br /> <br />( <br />% <br />) <br />Vo <br />i <br />d <br /> <br />R <br />a <br />t <br />i <br />o <br />Average Effective Axial Stress (ksf), σ' <br />Void Ratio & Volumetric Strain Vs Average Effective Axial Stress <br />(ksf), σ' <br />Void Ratio Volumetric Strain