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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 #: HORSE <br />DEPTH (FT): EMBANKMENT/DAM <br />MOISTURE CONTENT (As tested) <br />Tare T7 <br />Weight Wet Soil & Tare, g 241.96 <br />Weight Dry Soil & Taze, g 234.31 <br />Weight Tare, g 28.39 <br />Weight Water, g 7.6> <br />Weight Dry Soil, g 205.92 <br />Moisture % 3.72% #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 />31 <br />980.80 <br />S10.U7 <br />228.98 <br />443.80 <br />724.89 <br />61.22% <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" U.00 0.00% 100.00% 0.750" Fine Gravel <br /> 0.375" 0.00 0.00% 100.00% 0.375" <br />Coarse Sand #4 6.52 0.90% 99.10% #4 Coarse Sand <br />Medium Sand #10 11.88 1.64% 98.36% #10 Medium Sand <br /> #20 16.28 2.25% 97.75% #20 <br />Fine Sand #40 20.01 2.76% 97.24% #40 Fine Sand <br /> #b0 35.25 4.86% 95.14% #60 <br /> #100 145.92 20.13% 79.87% #100 <br /> #200 264.54 36.49% 63.51% #200 <br />Fines PAN 281.52 0.00% 100.00% PAN Fines <br /> <br />C GRVL: 0.0% Wet Color: CLAY and fine to coarse sand, <br />F GRVL: 0.9% 0.9% Description: trace Tine gravel (CL) <br />C SAND: 0.7% <br />M SAND: 1.1% LL: 27 <br />%F SAND: 33.7% 35.6% PL: 14 DATE: 16-Aug-40 <br />%FINES: 63.5% PI: 13 TECH: PLB <br />%TOTAL: 100.0% Gs: 2.60 REVIEW: DMD <br />• GOLD ER ASSOCIATES INC. <br />LAKEWOOD, COLORADO <br />