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<br />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 #: wEST HORSE <br />DEPTH (FT): FOUNDATION/BASE <br />MOISTURE CONTENT (As tested) <br />Taze AZ <br />Weight Wet Soil & Tare, g 152.92 <br />Weight Dry Soil & Tare, g 132.73 <br />Weight Tare, g 29.16 <br />Weight Water, g 20.19 <br />Weight Dry Soil, g 103.57 <br />Moisture % 19.49% #200 WASH (Percent Fines) <br />Tare <br />Weight Soil & Tare Before Wash, g <br />Weight Soil & Taze After Wash, g <br />Weight Tare, g <br />Weight Fines Lost, g <br />Weight Dry Soil, g <br />Fines Lost % <br />89 <br />690.64 <br />351.53 <br />227.45 <br />263.5 <br />387.63 <br />67.99% <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" O.UO 0.00% 100.00% 0.750" Fine Gravel <br /> 0.375" 2.08 0.54% 99.46% 0.375" <br />Coarse Sand #4 6.99 1.80% 98.20% #4 Coarse Sand <br />Medium Sand #10 15.50 4.00% 96.00% #10 Medium Sand <br /> #20 22.20 5.73% 94.27% #20 <br />Fine Sand #40 27.71 7.15% 92.85% #40 Fine Sand <br /> #60 37.23 9.60% 90.40% #60 <br /> #100 68.71 17.73% 82.27% #100 <br /> #200 119.47 30.82% 69.18% #200 <br />Fines PAN 124.90 0.00% 100.00% PAN Fines <br /> <br />C GRVL: 0.0% Wet Color: CLAY with some fine to coarse <br />F GRVL: 1.8% 1.8% Description: sand, trace fine gravel (CL) <br />C SAND: 2.2% <br />M SAND: 3.1% LL: 32 <br />%F SAND: 23.7% 29.0% PL: 17 DATE: 16-Aug-00 <br />%FINES: 69.2% PI: 15 TECH: PLB <br />%TOTAL: 100.0% Gs: 2.55 REVIEW: DMD <br />GOLDER ASSOCIATES iNC. <br />• LAKEWOOD,COLORADO <br />