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C~ <br />PARTICLE-SIZE ANALYSIS OP' SOILS <br />ASTM C 117, C 136, D 421, D 422, D 1140, D 2216, D 2217 <br />WATSON/LAB TESTINGlCO <br />CONTENT (As tested) <br />• <br />SAMPLE #: roan 16 <br />DEPTH (FT): <br />#200 WASH (Percent Fines) <br />Tare N6 Tare 89 <br />Weight Wet Soil & Tare, g 169.31 Weight Soil & Taze Before Wash, g 84220 <br />Weight Dry Soil & Tare, g 143.66 Weight Soil & Tare After Wash, g 248.16 <br />Weigh{ Tare, g 27.92 Weight Taze, g 226.67 <br />Weight Water, g 25.65 Weight Fines Lost, g 481.97 <br />Weight Dry Soil, g 115.74 Weight Dry Soil, g 503.86 <br />Moisture_ % 22.16% Fines Lost, % 95.66° <br /> SIEVE Wt. Ret. % Ret. % Pass. SIEVE <br /> 6.000" 0.00 O.UO% 100.00% 6.000" <br />Coarse Gravel 3.000" 0.00 0.00% 100.00% 3.000" Coarse Gravel <br /> 1.500" 0.00 0.00% 100.00% 1.500" <br /> 1.000" 0.00 0.00% 100.00% 1,000" <br />Fine Gravel _ 0.750" 0.00 0.00% 100.00% 0,750" Fine Gravel <br /> 0.375" 0.00 0.00% 100.00% 0,375" <br />Coarse Sand #4 0.21 0.04% 99.96% #4 Coarse Sand <br />Mediu-n Sand #10 3.03 0.60% 99.40% #10 Medium Sand <br /> #20 5.32 1.06% 98.94% #20 <br />Fine Sand #40 6.36 1.26% 98.74% #40 Fine Sand <br /> #60 8.96 1.78% 98.22% #60 <br /> #100. 12.03 2.39% 97.61% #100 <br /> #200 20.63 4.09% 95.91% #200. <br />?ines PAN 21.96 0.00% 100.00% PAN Fines <br />C GRVL: 0.0% Wet Color: CLAY with trace <br />F GRVL: 0.0% 0.0% Description: fine to coarse sand <br />C SAND: 0.6% <br />IvI SAND: 0.7 % LL: 49 <br />%F SAND: 2.8% 4.1% PL: 20 DATE: 03-Nov-99 <br />%FINES: 95.9% PI: 29 TECH: CW <br />TOTAL: 100.0% GS: Gs REVIEW: DMD <br />• GOLDEI2 ASSOCIATES INC. <br />LAKEWOOD,COLORADO <br />