Laserfiche WebLink
UNCONFINED • • REPORT <br /> • • <br /> Compressive Stress vs. Axial Strain Curve(s) <br /> 3500 <br /> 421 <br /> U) <br /> 3000 <br /> Cn <br /> Cn <br /> 0 <br /> �n 2500 <br /> m <br /> cn 2000 <br /> a� <br /> L <br /> Q <br /> E 1500 <br /> 0 <br /> U <br /> 1000 <br /> 0 <br /> N <br /> 0 500 <br /> U <br /> 0 <br /> 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 <br /> Axial Strain (%) <br /> �4-1301 @ 6' <br /> SPECIMEN <br /> BEFORE TEST 4-1301 @ 6' <br /> Test Moisture Content(%) 25.93 <br /> Dry Density(pcf) 98.1 <br /> Saturation (%) 96.6 <br /> Void Ratio 0.73 <br /> Diameter(in) 2.390 <br /> Height(in) 5.150 <br /> Height-To-Diameter Ratio 2.15 <br /> TEST DATA <br /> Unconfined Compressive Strength (psf) 3194 <br /> Undrained Shear Strength (psf) 1597.10 <br /> Strain Rate(in/min) 0.050 <br /> Specific Gravity(ASSUMED) 2.720 <br /> Strain at Failure(%) 6.02 <br /> Test Remarks <br /> SPECIMEN DESCRIPTION <br /> 4-1301 @ 6' See exploration logs <br /> PROJECT NAME: Holly Master Plan- Buildings H & I Test Date: 11/4/2021 <br /> ENGEO PROJECT NO: 15188.000.006 PH001 Tested By: D. Bryant <br /> CLIENT: Phelan Development Reviewed By: K. Lecce <br /> Expect Excellence LOCATION: Tracy, CA <br /> 17278 Golden Valley Parkway I Lathrop, CA 95330 1 T(209)835-0610 1 www.engeo.com <br />