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r~ <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 is <br />DEPTH (FT): <br />MOISTURE CONTENT (As tested) <br />Tare N6 <br />Weight Wet Soil & Tare, g 169.31 <br />Weight Dry Soil & Tare, g 143.66 <br />Weight 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 />Taze <br />Weight Soil & Tare Before Wash, g <br />Weight Soil & Tare ARer Wash, g <br />WeightTaze, g <br />Weight Fines Lost, g <br />Weight Dry Soil, g <br />Fines Lost, % <br />89 <br />84220 <br />248..16 <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 0.00% , 100.00% 3.000" Coarse Gravel <br /> l.soo" o.oo o.oo°i° loo.oo°r° l.soo" <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 #]0 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 1.78% 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.UO% 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 />%F SAND: Z.8% 4.1% PL: 20 DATE: 03-Nov-99 <br />%FINES: 95.9% PI: 29 TECH: CW <br />%TOTAL: 100.0% Gs: Gs REVIEW: DMI7 <br />GOLDER ASSOCIATES INC. <br />LAKEWOOD,COLORADO <br />