Laserfiche WebLink
a <br /> m <br /> ii <br /> 3 <br /> a> <br /> Z <br /> Particle Size Distribution Report <br /> > <br /> NO t0� yO �0 O V O <br /> 100 <br /> C <br /> 90 <br /> 0 80 <br /> I <br /> r 70 <br /> W 60 <br /> Z <br /> .S LL I II ICI I I i � it I II ill <br /> a) Z 50 I I I I I I I I li 'll <br /> o W <br /> �U li ti <br /> 0 W 40 - -- <br /> d <br /> 0 30 - - <br /> C <br /> 20 .. . --.- <br /> CU <br /> i I <br /> i I <br /> 0 10 -- <br /> a) <br /> cn 0 <br /> s 100 10 1 0.1 0.01 0.001 <br /> H <br /> o GRAIN SIZE-mm. <br /> N %+Y %Gravel %Sand %Fines <br /> Coarse Fine Coarse Medium Fine Silt Clay <br /> o 0.0 1.7 23.7 14.3 14.2 7.4 38.7 <br /> a <br /> SIEVE PERCENT SPEC.* PASS? Material Description <br /> m <br /> N SIZE FINER PERCENT (X=NO) Tan silty sand with gravel <br /> c 1" 100.0 <br /> 3/4" 98.3 <br /> 1/2" 94.1 <br /> 3/8" 87.0 Atterberg Limits <br /> 44 74.6 PL= LL= P1= <br /> o #10 60.3 Coefficients <br /> #16 54.1 D90= 10.6878 D85= 8.7463 D60= 1.9578 <br /> o #40 46.1 D50= 0.7413 D30= D15= <br /> a> #50 43.9 D10= CC CC <br /> @ #100 40.8 <br /> a' #200 38.7 Classification <br /> USCS=SM AASHTO= <br /> 0 <br /> m Remarks <br /> Natural Moisture:4.4 <br /> c <br /> (no specification provided) <br /> a <br /> Location: BH-01 <br /> Sample Number: BH-01 Depth: 7.5'-9' Date: 09/23/19 <br /> Client: Cripple Creek and Victor Gold Mining Company <br /> Cn <br /> m OiNewFields Project: Squaw Gulch VLF 2 Phase 3 Geotechnical Investigation <br /> V5 <br /> H Pro ect No: 475.0106.033 Figure BH-01 <br /> Tested By: TW/TS Checked By: TW <br />