Laserfiche WebLink
N <br /> _N <br /> LL <br /> 3 <br /> m <br /> Particle Size Distribution Report <br /> o' <br /> O O O O O O O <br /> 9 <br /> W <br /> # a W A # # # <br /> 100 <br /> C90 <br /> 1\\ <br /> ... -. <br /> I I I <br /> 80 <br /> I � I <br /> O <br /> t 70 <br /> UJ 60 <br /> w Z <br /> C LL <br /> N Z 50 - - <br /> U U <br /> O - -- -- <br /> Lij� 40 <br /> 30 <br /> O I <br /> 20 <br /> CO <br /> I I I <br /> I <br /> � I <br /> O 10 <br /> m 0 <br /> � 100 10 1 0.1 0.01 0.001 <br /> H <br /> GRAIN SIZE-mm. <br /> %+3„ %Gravel %Sand %Fines <br /> a) Coarse Fine Coarse Medium Fine Silt Clay <br /> `0 0.0 10.6 39.6 15.6 15.6 9.2 9.4 <br /> a <br /> w <br /> � SIEVE PERCENT SPEC' PASS? Material Description <br /> N SIZE FINER PERCENT (X=NO) Brown poorly graded gravel with clay and sand <br /> S 1.5" 100.0 <br /> E 1" 95.5 <br /> w 3/4" 89.4 <br /> 1/2" 76.1 PL- Atterberg Limits PI- <br /> w 3/8" 68.2 <br /> o 44 49.8 Coefficients <br /> 910 34.2 D90= 19.4596 D85= 16.5296 D60= 7.0558 <br /> o #16 27.6 D50= 4.7923 D30= 1.4551 D15= 0.2586 <br /> #40 18.6 D10= 0.0886 Cu= 79.60 Cc= 3.39 <br /> 450 16.0 Classification <br /> #100 12.1 -- <br /> O <br /> 9200 9.4 USCS=GP-GC AASHTO= <br /> a� Remarks <br /> Natural Moisture: 8.2% <br /> �_ <br /> L_ <br /> C <br /> N (no specification provided) <br /> a <br /> Location: BH-02 <br /> U Sample Number: BH-02 Depth: 10'-11.5' Date: 07/25/19 <br /> Client: Cripple Creek and Victor Gold Mining Company <br /> 2 11'NeWFleldS Project: Squaw Gulch VLF 2 Phase 3 Geotechnical Investigation <br /> Project No: 475.0106.033 Figure BH-02 <br /> Tested By: TW/TS Checked By:TW <br />