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REMARKS <br />100.00 <br />0.050 <br />1-B2@50.5-51 <br />16.89 <br />2.720 <br />n/aBACK PRESSURE (PSF) <br />4003.2 <br />2.109 <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 />117.40 <br />DIAMETER (IN.) <br />HEIGHT (IN.) <br />DIAMETER-TO-HEIGHT RATIO <br />LIQUID LIMIT (ASTM D4318) <br />1-B1@19-19.5 <br />PLASTIC LIMIT (ASTM D4318) <br />SPECIFIC GRAVITY (ASTM D854)2.800 <br />2.097 <br />2.389 <br />ISOTROPIC UNCONSOLIDATED UNDRAINED TRIAXIAL REPORT <br />ASTM D2850 <br />15.330 <br />3898.9 2097.5 4931.0 <br />9396.2 10588.7 13865.2 <br />1598.4 6393.6 4003.2 <br />15.340 <br />SPECIMEN <br />16.91 <br />118.60 <br />99.97 <br />1-B2@50.5-51 <br />MOISTURE (%) <br />PROJECT LOCATION:Pleasanton, CA <br />REVIEWED BY:D. Seibold <br />PROJECT NAME:Arroyo Lago <br />PROJECT NO: <br />16.89 <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:1/22/2024 <br />TESTED BY:G. Criste <br />9785.004.001 PH004 T001 <br />CLIENT:330 Land Company, LLC <br />2.097 <br />2.720 <br />5.010 <br />102.89 <br />0.446 <br />1-B1@19-19.5 1-B2@81-81.5 <br />17.04 <br />115.60 <br />98.99 <br />0.468 <br />2.381 <br />4.992 <br />0.474 <br />2.376 <br />5.011 <br />FINAL PARAMETERS <br />6393.6CELL PRESSURE (PSF) <br />9862.0 <br />CELL PRESSURE <br />n/a <br />1598.4 <br />n/a <br />16.89 <br />99.84 <br />0.051 <br />7797.8 <br />17.04 <br />98.99 <br />0.050 <br />4195.1 <br />14.823 <br />SATURATION (%) <br />STRAIN RATE (%/MIN.) <br />PEAK DEVIATOR STRESS (PSF) <br />AXIAL STRAIN AT FAILURE (%) <br />1-B2@81-81.5 <br />0 <br />2000 <br />4000 <br />6000 <br />0 2000 4000 6000 8000 10000 12000 14000 16000 <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-B1@19-19.5 1-B2@81-81.5 1-B2@50.5-51 <br />0 <br />2000 <br />4000 <br />6000 <br />8000 <br />10000 <br />12000 <br />0481216 <br />ST <br />R <br />E <br />S <br />S <br /> <br />( <br />p <br />s <br />f <br />) <br />AXIAL STRAIN (%)