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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 #: EAST FLUME <br />DEPTH (FT): solutow <br />MOISTURE CONTENT (As tested) <br />Taze F27 <br />Weight Wet Soil & Tare, g 267.39 <br />Weight Dry Soil & Tare, g 256.05 <br />Weight Tare, g 33.43 <br />Weight Water, g 11.34 <br />Weight Dry Soil, g 222.62 <br />Moisture % 5.09% #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 />99 <br />745.06 <br />485.41 <br />222.82 <br />234.34 <br />496.93 <br />47.16% <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 U.00% 100.00% 1.500" <br /> 1.000" U.00 0.00% 100.00% 1.000" <br />Fine Gravel 0.750" 0.00 O.UO% 100.00% 0.750" Fine Gravel <br /> 0.375" U.00 0.00% 100.00% 0.375" <br />Coarse Sand #4 U.00 0.00% 100.00% #4 Coarse Sand <br />Medium Sand #10 0.68 0.14% 99.86% #10 Medium Sand <br /> #20 1.39 0.28% 99.72% #20 <br />Fine Sand #40 2.81 0.57% 99.43% #40 Fine Sand <br /> #60 15.57 3.13% 96.87% #60 <br /> #100 118.08 23.76% 76.24% #100 <br /> #200 250.82 50.47% 49.53% #200 <br />Fines PAN 263.23 0.00% 100.00% PAN Fines <br /> <br />C GRVL: 0.0% Wet Color: Fine to coarse SAND and <br />F GRVL: 0.0% 0.0% Description: clay (SC) <br />C SAND: 0.1% <br />M SAND: 0.4% LL 29 <br />%F SAND: 49.9% 50.5% PL: 18 DATE: 16-Aug-00 <br />%FINES: 49.5% PI: 11 TECH: PLS <br />%TOTAL: 100.0% Gs: 2.64 REVIEW: DMD <br />. GOLDER ASSOCIATES INC. <br />LAKEWOOD,COLORADO <br />