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9000 Results - - <br /> C, psf 0 - - <br /> �, deg 40.3 <br /> ui <br /> � an 0.85 <br /> !, - <br /> 6000 <br /> a - <br /> c ! i <br /> a) <br /> � (D <br /> U LL <br /> 3000 <br /> � I <br /> � it III <br /> o <br /> U <br /> 0 <br /> 0 0 3000 6000 9000 12000 15000 18000 <br /> c <br /> 42 Normal Stress, psf <br /> CL <br /> a) <br /> U <br /> U <br /> (0 <br /> 9000 Specimen No. 1 2 3 <br /> 0 <br /> U) <br /> a) Water Content, % 2.4 2.4 2.4 <br /> 7500 3 D Density, cf 89.7 89.7 89.7 <br /> � Dry Y, P <br /> m Saturation, % 7.3 7.3 7.3 <br /> Y 6000 ` Void Ratio 0.8785 0.8785 0.8785 <br /> a) 2 Side Length, in. 8.00 8.00 8.00 <br /> Height, in. 4.50 4.50 4.50 <br /> 4500 Water Content, % 25.2 24.9 26.2 <br /> 1 Dry Density, pcf 100.4 100.8 104.2 <br /> U) co 3000 a) Saturation, % 100.0 100.0 114.7 <br /> Q Void Ratio 0.6791 0.6719 0.6171 <br /> ° Side Length, in. 8.00 8.00 8.00 <br /> Q- <br /> M 1500 1 Hei ht, in. 4.02 4.01 3.87 <br /> .Q I <br /> Normal Stress, psf 2500 5000 10000 <br /> 0 Fail. Stress, psf 3508 5857 7319 <br /> 0 5 10 15 20 Strain, % 15.0 15.0 15.0 <br /> Strain, % Ult. Stress, psf <br /> L <br /> Strain, % <br /> Strain rate, in./min. 0.13 0.01 0.01 <br /> CDo Sample Type: Tamped loose into box Client: NewFields <br /> o Description: poorly graded gravel with clay and <br /> U- sand Project: CC&V-Stage 2B Tailings Management Study <br /> o LL= 34 PL=21 P1= 13 NF#475-0106-009 <br /> 0 Assumed Specific Gravity=2.7 Location: Ore Blend 1 <br /> a� <br /> a Remarks: Failure chosen at 15%strain with C=O. <br /> Particles larger than 3/4"were removed and Proj. No.: DV 108-00305/OS Date Sampled: 10/6/16 <br /> replaced with finer gravel prior to test. Test was ig# <br /> •N inundated. Gap=0.4" Knt Piesold <br /> DFigure ILI L. T 1 N CG <br /> Tested By: JDH Checked By: JDB <br />