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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 #: Pte-3 <br />DEPTH (FT): <br />MOISTURE CONTEN'T' (As tested) <br />Taze X19 <br />Weight Wet Soil & Tare, g 235.68 <br />Weight Dry Soil & Tare, g 218.77 <br />Weight Taze, g 32.27 <br />Weight Water, g 16.91 <br />Weight Dry Soil, g 186.50 <br />Moisture % 9.07% #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 />ABC7 <br />822.20 <br />230.99 <br />220.63 <br />541.20 <br />551.56 <br />98.12% <br /> SIEVE W t. 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" 0.00 0.00% 100.00% 0.375" <br />Coarse Sand #4 2.60 0.47% 99.53% #4 Coarse Sand <br />Medium Sand #]0 3.72 0.67% 99.33% #10 Medium Sand <br /> #20 4.56 0.83% 99.17% #20 <br />Fine Sand #40 5.01 0.91% 99.09% #40 Fine Sand <br /> #60 5.50 1.00% 99.00% #60 <br /> #100 6.45 1.17% 98.83% #100 <br /> #200 9.29 1.68% 98.32% #200 <br />Fines PAN 9.89 0.00% 100.00% PAN Fines <br /> <br />C GRVL: 0.0% Wet Color: CLAY with trace <br />F GRVL: 0.5% 0.5% Description: fine to coarse sand, <br />C SAND: 0.2% trace fine ravel CL <br />M SAND: 0.2% LL: 49 <br />%F SAND: 0.8% 1.2% PL: 18 DATE: 13-Aug-00 <br />FINES: 98.3% PI: 31 TECH: NG <br />TOTAL: 100.0% Gs: 2.60 REVIEW: DMD <br />COLDER ASSOCIATES INC. <br />LAKEWOOD, COLORADO <br />• <br />