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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 />003-2111-1 SAMPLE #: Pt2•A <br />DEPTH (FT): <br />MOISTURE CONTENT (As tested) <br />Tare F27 <br />Weight Wet Soil & Tare, g 199.04 <br />Weight Dry Soil & Tare, g 195.21 <br />Weight Tare, g 33.42 <br />Weight Water, g 3.83 <br />Weight Dry Soil, g 161.79 <br />Moisture % 2.37% #200 WASH (Percent Fines) <br />Tare <br />Weight Soil & Taze 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 />50 <br />826.86 <br />247.63 <br />223.29 <br />565.28 <br />589.62 <br />95.87% <br /> SIEVE Wt. Ret. % Ret. % Pass. SIEVE <br /> 6.000" 0.00 0.00% 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" 2.79 0.47% 99.53% 0.375" <br />Coarse Sand #4 10.72 1.82% 98.15% #4 Coazse Sand <br />Medium Sand #10 15.29 2.59% 97.41% #10 Medium Sand <br /> #20 15.99 2.71% 97.29% #20 <br />Fine Sand #40 16.36 2.77% 97.23% #40 Fine Sand <br /> #60 16.81 2.85% 97.15% #60 <br /> #100 17.58 2.98% 97.02% #100 <br /> #200 23.24 3.94% 96.06% #200 <br />Fines PAN 24.90 0.00% 100.00% PAN Fines <br /> <br />C GRVL: 0.0% Wet Color: CLAY with trace <br />F GRVL: 1.8% 1.8% Description: fine to coarse sand, <br />C SAND: 0.8% trace fine ravel CL <br />M SAND: 0.2% LL: 44 <br />%F SAND: 1.2% 2.l% PL: 16 DATE: 13-Aug-00 <br />%FINES 96.1% PI: 28 TECH: NG <br />%TOTAL: 100.0% Gs: 2.53 REVIEW: DMD <br />GOLDER ASSOCIATES INC. <br />• LAKEWOOD, COLORADO <br />