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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 />WATSON/LAB TESTING/CO SAMPLE #: POND 16 <br />DEPTH (FT): <br />TENT (As tested) #200 WASH (Percent Fines) <br /> N6 Taze 89 <br />Wet Soil & Tare, g 169.31 Weight Soil & Tare Before Wash, g 842.20 <br />Dry Soil & Tare, g 143.66 Weight Soil & Tare Afrer Wash, g 248.>6 <br />Tare, g 27.92 Weight Tare, g 226.67 <br />Water, g 25.65 Weight Fines Lost, g 481.97 <br />Dry Soil, g 115.74 Weight Dry Soil, g 503.86 <br />e. % 22.16% Fines Lost. % 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.OU% 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% ].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% #(0 Medium Sanc <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 0.00% 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: Z.8% 4.1% PL: 20 DATE: 03-Nov-S <br /> %FINES: 95.9% PI: 29 TECH: CW <br /> %TOTAL: ]00.0% Gs: Gs REVIEW: DMD <br />• GOLDER ASSOCIATES INC. <br />LAKEWOOD, COLORADO <br />