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REMARKS <br />BACK PRESSURE (PSF) <br />n/a <br />n/a <br />2.082 <br />COHESION AT FAILURE WITH A <br />ZERO FRICTION ANGLE (Ø=0) <br />σ1 (PSF) <br />σ3 (PSF) <br />COHESION, C (PSF) <br />PRINCIPLE STRESSES AT FAILURE <br />DIAMETER (IN.) <br />HEIGHT (IN.) <br />DIAMETER-TO-HEIGHT RATIO <br />LIQUID LIMIT (ASTM D4318) <br />1-B3@31-31.5 <br />PLASTIC LIMIT (ASTM D4318) <br />SPECIFIC GRAVITY (ASTM D854)2.760 <br />ISOTROPIC UNCONSOLIDATED UNDRAINED TRIAXIAL REPORT <br />ASTM D2850 <br />223.7 4400.6 <br />2852.3 11998.0 <br />2404.8 3196.8 <br />15.340 <br />SPECIMEN <br />24.67 <br />102.40 <br />99.71 <br />MOISTURE (%) <br />PROJECT LOCATION:Pleasanton, CA <br />REVIEWED BY:D. Seibold <br />PROJECT NAME:Arroyo Lago <br />PROJECT NO: <br />INITIAL PARAMETERS <br />MOISTURE (%) <br />DRY DENSITY (PCF) <br />SATURATION (%) <br />VOID RATIO <br />3420 Fostoria Way, Suite E | Danville, CA 94526 | T: (925) 355-9047 | F: (925) 355-9052 | www.engeo.com <br />REPORT DATE:1/18/2024 <br />TESTED BY:G. Criste <br />9785.004.001 PH004 T001 <br />CLIENT:330 Land Company, LLC <br />2.074 <br />n/a <br />n/a <br />2.780 <br />1-B3@31-31.5 1-B3@41-41.5 <br />16.68 <br />118.20 <br />99.02 <br />0.468 <br />2.391 <br />4.959 <br />0.683 <br />2.376 <br />4.948 <br />FINAL PARAMETERS <br />3196.8CELL PRESSURE (PSF) <br />CELL PRESSURE <br />n/a <br />2404.8 <br />n/a <br />24.67 <br />99.71 <br />0.049 <br />447.5 <br />16.68 <br />99.02 <br />0.496 <br />8801.2 <br />15.326 <br />SATURATION (%) <br />STRAIN RATE (%/MIN.) <br />PEAK DEVIATOR STRESS (PSF) <br />AXIAL STRAIN AT FAILURE (%) <br />1-B3@41-41.5 <br />0 <br />1000 <br />2000 <br />3000 <br />4000 <br />5000 <br />0 2000 4000 6000 8000 10000 12000 14000 <br />SH <br />E <br />A <br />R <br /> <br />S <br />T <br />R <br />E <br />S <br />S <br /> <br />( <br />p <br />s <br />f <br />) <br />NORMAL STRESS (psf) <br />MOHR CIRCLES <br />1-B3@31-31.5 1-B3@41-41.5 <br />0 <br />1000 <br />2000 <br />3000 <br />4000 <br />5000 <br />6000 <br />7000 <br />8000 <br />9000 <br />10000 <br />0481216 <br />ST <br />R <br />E <br />S <br />S <br /> <br />( <br />p <br />s <br />f <br />) <br />AXIAL STRAIN (%)