Laserfiche WebLink
EARTH ENGINEERING CONSULTANTS, LLC <br /> DIRECT SHEAR TEST REPORT ■ <br /> ASTM D3080 <br /> CLIENT: Asphalt Specialties Company, Inc. <br /> PROJECT: Stiles Mine <br /> PROJECT NO. 1212092 <br /> SAMPLE LOCATION: B-1 at 6-16' <br /> SOIL CLASSIFICATION: Brown Sand with Silt and Gravel <br /> NORMAL ULTIMATE SHEAR PEAK SHEAR MOISTURE DRY <br /> SAMPLE NO. STRESS STRESS STRESS CONTENT DENSITY <br /> (PSF) (PSF) (PSF) (%) (PCF) <br /> 1 1000 491 613 12.4 79.0 <br /> 2 2000 1184 1184 11.6 80.0 <br /> 3 3000 1744 17" 11.0 81.0 <br /> f <br /> FRICTION ANGLE(f) COHESION(pof) <br /> PEAK 30.1 0 <br /> ULTIMATE 30.0 0 <br /> Variation of Peak Stress with Normal Stress Variation of Ultimate Stress with Normal Stress <br /> 5000 5000 <br /> 4000 4000 <br /> 3000 3000 <br /> ' 2000 2000 <br /> 1000 1000 <br /> 0 0 <br /> 0 1000 2000 3000 4000 5000 0 1000 2000 3000 4000 5000 <br /> Normal Stress(psf) Normal Stress(psf) <br />