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• PARTICLE-SIZE ANALYSIS OF SOILS <br />ASTM C 117, C 136, D 421, D 422, D 1140, D 2216, D 2217 <br />• <br />MONTGOMERY WATSON/LAB TESTING/CO <br />953-2903 SAMPLE #: POND 14 <br />DEPTH (FT): <br />MOISTURE CONTENT (As tested) <br />Taze QI <br />Weight Wet Soil & Tare, g 175.96 <br />Weight Dry Soil & Tare, g 150.58 <br />Weight Tare, g 27.86 <br />Weight Water, g 25.38 <br />Weight Dry Soil, g 122.72 <br />Moisture % 20.68% #200 WASH (Percent Fines) <br />Tare <br />Weight Soil & Tare Before Wash, g <br />Weight Soil & Tare After Wash, g <br />Weight Tare, g <br />Weight Fines Lost, g <br />Weight Dry Soil, g <br />Fines Lost % <br />Q98 <br />1256.10 <br />464.18 <br />223.25 <br />614.92 <br />855.85 <br />71.85% <br /> SIEVE Wt. Ret. % Ret. % Pass. SIEVE <br /> 6.000" 0.00 0110% 100.00% 6.000" <br />Coarse Gravel 3.000" 0.00 O.UO% 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" 25.73 3.01% 96.99% 0,375" <br />Coarse Sand #4 49.14 5.74% 9426% #4 Coarse Sand <br />Medium Sand #10 77.01 9.00% 91.00% #10 Medium Sand <br /> #20 90.04 10.72% 89.48% #20 <br />Fine Sand #40 95.78 11.19% 88.81 % #40 Fine Sand <br /> #60 102.87 12.02% 87.98% #60 <br /> #100 124.87 14.59% 85.41 % # 100 <br /> #200 215.04 27.13% 74.87% #200 <br />Fines PAN 241.94 O.OU% 100.00% PAN Fines <br /> <br />C GRVL: 0.0% Wet Color: CLAY with some <br />F GRVL: 5.7% 5.7% Description: fine to coarse sand, <br />C SAND: 3.3% trace fine gravel (CL) <br />%M SAND: 2.2% LL 28 <br />F SAND: 13.9% 19.4% PL: 17 DATE: 03-Nov-99 <br />FINES: 74.9% PI: 11 TECH: CW <br />%TOTAL: 100.0% Gs: Gs REVIEW: DMD <br />GOLDER ASSOCIATES INC. <br />. LAKEWOOD, COLORADO <br />