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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 <br />25 <br />50 <br />75 <br />100 <br />125 <br />150 <br />175 <br />200 <br />225 <br />250 <br />275 <br />300 <br />325 <br />350 <br />375 <br />400 <br />425 <br />450 <br />475 <br />500 <br />0.1 1 10 100 <br />Co <br />e <br />f <br />f <br />i <br />c <br />i <br />e <br />n <br />t <br /> <br />o <br />f <br /> <br />C <br />o <br />n <br />s <br />o <br />l <br />i <br />d <br />a <br />t <br />i <br />o <br />n <br /> <br />( <br />f <br />t <br />^ <br />2 <br />/ <br />y <br />r <br />) <br />, <br /> <br />C <br />v <br />Average Effective Axial Stress (ksf), σ' <br />Coefficient of Consolidation (ft2/yr), CV Vs Average Effective Axial <br />Stress (ksf), σ' <br />Pre Unload-reload Post Unload-reload