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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 />953-2903 SAMPLE #: POND 16 <br />DEPTH (FT): <br />MOISTURE CONTENT (As tested) <br />Taze N6 <br />Weight Wet Soil & Taze, g 169.31 <br />Weight Dry Soil & Tare, g 143.66 <br />Weigh{ Tare, g 27,92 <br />Weight Water, g 25.65 <br />Weight Dry Soil, g 115.74 <br />Moisture % 22.16% #200 WASH (Percent Fines) <br />Tare <br />Weight Soil & Tare Before Wash, g <br />Weight Soil & Tare After Wash, g <br />WeightTare, g <br />WeighiFines Lost, g <br />Weight Dry Soil, g <br />Fines Lost % <br />89 <br />842.20 <br />248.56 <br />226.67 <br />481.97 <br />503.86 <br />95.66% <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 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" 0.00 0.00% 100.00% 0.375" <br />Coarse Sand #4 0.21 0.04% 99.96% #4 Coarse Sand <br />Medium Sand #10 3.03 0.60% 99.40% #10 Medium Sand <br /> #20 5.32 1.06% 98.94% #20 <br />Fine Sand #40 6.36 1.26% 98.74% #40 Fine Sand <br /> #60 8.96 I.76% 98.22% #60 <br /> #100 12.03 2.39% 97.61% #100 <br /> #200 20.63 4.09% 95.91% #200 <br />Fines PAN 21.96 O.OU% 100.00% PAN Fines <br /> <br />C GRVL: 0.0% Wet Color: CLAY with trace <br />%F GRVL: 0.0% 0.0% Description: fine to coarse sand <br />%C SAND: 0.6% <br />M SAND: 0.7 % LL: 49 <br />%FSAND: 2.8% 4.1% PL: 20 DATE: 03-Nov-99 <br />FINIS: 95.9% PI: 29 TECH: C W <br />%TOTAL: 100.0% GS: Gs REVIEW: DNJ.D <br />GOLDER ASSOCIATES INC. <br />LAKEWOOD,COLORADO <br />