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Large Scale Internal Direct Shear <br /> ASTM D3080 Modified <br /> Smith Geotechnical Engineering <br /> Client: Consultants Speed Rate(in/min): 0.02 Test Date: 9/1 5120 1 6 <br /> Job Number.: 2406-73 Normal Stress i (psO: 1440 Technician: BDF <br /> Project Number: 110385 Normal Stress 2(pso: 2880 Data Entered By: BDF <br /> Conditions: Inundated Normal Stress 3(psO: 5760 Date: 9/29/2016 <br /> Location: -- File Name: 2406_73 iargeScaleDifectshear-ASTMD3090m.5321-6243-Ro o xls <br /> Project: Schwartzwalder Mine TR23 Responses Data Files: SGTPIDSC.TXT,SGTPIDSA.TXT,SGTPIDSB.TXT <br /> Displacement Normal Stress 1 Normal Stress 2 Normal Stress 3 <br /> (in) (psf): (psf): (psf): <br /> 0.000 0 0 0 Sample Information <br /> 0.023 169 470 493 Boring: EA-TP1 <br /> 0.097 315 698 1291 Depth: 3-5' <br /> 0.169 418 919 1715 Sample Number: Composite <br /> 0.245 524 1110 2060 Dry Density(pco: 111.5 <br /> 0.314 614 1350 2319 %Moisture: 5.3 <br /> 0.387 714 1546 2586 <br /> 0.457 828 1727 2882 <br /> 0.531 910 1878 3137 <br /> 0.601 1008 2067 3398 <br /> 0.671 1084 2164 3685 <br /> 0.739 1182 2365 3893 <br /> 0.809 1271 2547 4213 <br /> 0.876 1378 2740 4439 <br /> 0.945 1452 2927 4701 <br /> 1.012 1559 3120 5003 <br /> 1.079 1658 3379 5279 <br /> 1.144 1743 3553 5548 <br /> 1.210 1853 3646 5609 <br /> 1.275 1858 3857 5958 <br /> 1.339 1939 3962 6084 <br /> 1.402 2015 4093 6214 <br /> 1A66 2196 4247 6463 <br /> 1.530 2075 4413 6566 <br /> 1.593 2097 4608 6604 <br /> 1.654 2110 4518 6846 <br /> 1.715 2171 4692 7004 _ <br /> 1.775 2188 4870 7243 Peak Ultimate <br /> 1.835 2205 5029 7318 Friction Angle 51.6 52.5 <br /> 1.894 2210 5114 7388 Cohesion(psq 917.0 702.0 <br /> 1.953 2166 4994 7550 <br /> 2.011 2173 5071 7733 Peak Slrength(psf) Ultimate Strength(psf) <br /> 2.070 2146 5121 7869 Normal Stress 1 2210 1995 <br /> 2.109 1995 5326 7912 Normal Stress 2 5326 5326 <br /> Normal Stress 3 7912 7912 <br /> Data Checked By DateAq-q& <br /> 4LAE7 <br /> ADVANCED TERRA TESTING <br />