Laserfiche WebLink
BEFORE TEST <br />TEST DATA <br />PROJECT NAME: <br />PROJECT NO:G. Criste <br />CLIENT: <br />LOCATION: <br />1-B2@61-61.5 1-B3@6-6.5 1-B4@8.5-9 1-B4@41-41.5 <br />SPECIMEN <br />UNCONFINED COMPRESSION TEST REPORT <br />(ASTM D2166) <br />SPECIMEN SPECIMEN SPECIMEN <br />Saturation (%)99.3 54.3 92.9 97.4 <br />Dry Density (pcf)118.2 104.5 122.7 124.0 <br /> Test Moisture Content (%)15.92 12.49 13.11 13.22 <br />Diameter (in)2.385 2.370 2.384 2.402 <br />Void Ratio 0.44 0.63 0.38 0.37 <br />Height-To-Diameter Ratio 2.11 2.13 2.12 2.07 <br />Height (in)5.021 5.052 5.059 4.977 <br />Unconfined Compressive Strength (psf)10051.28 9034.03 7277.74 14814.17 <br />Undrained Shear Strength (psf)5025.64 4517.02 3638.87 7407.08 <br />9.96 <br />0.050 <br />4.16 5.54 <br />SPECIMEN <br />Test Remarks <br />DESCRIPTION <br />0.051 <br />Specific Gravity (ASSUMED)2.720 2.720 2.720 2.720 <br />7.23Strain at Failure(%) <br />Strain Rate (in/min)0.050 0.051 <br />3420 Fostoria Way Ste. E | Danville, CA 94526 | T (925) 355-9047 | www.engeo.com <br />330 Land Company, LLC Reviewed By: <br />See exploration logs1-B2@61-61.5 <br />D. Seibold <br />Pleasanton, CA <br />Arroyo Lago Test Date:1/22/2024 <br />9785.004.001 PH004 T001 Tested By: <br />1-B3@6-6.5 See exploration logs <br />1-B4@8.5-9 See exploration logs <br />1-B4@41-41.5 See exploration logs <br />0 <br />2000 <br />4000 <br />6000 <br />8000 <br />10000 <br />12000 <br />14000 <br />16000 <br />0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 <br />Co <br />r <br />r <br />e <br />c <br />t <br />e <br />d <br /> <br />C <br />o <br />m <br />p <br />r <br />e <br />s <br />s <br />i <br />v <br />e <br /> <br />S <br />t <br />r <br />e <br />s <br />s <br /> <br />( <br />p <br />s <br />f <br />) <br />Axial Strain (%) <br />Compressive Stress vs. Axial Strain Curve(s) <br />1-B2@61-61.5 1-B3@6-6.5 1-B4@8.5-9 1-B4@41-41.5