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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 />u <br />MONTGOMERY WATSON/LAB TESTING/C0 <br />003-2111-1 SAMPLE #: PI2-t <br />DEPTH (FT): <br />MOISTURE CONTENT (As tested) <br />Tare X28 <br />Weight Wet Soil & Taze, g 183.06 <br />Weight Dry Soil & Taze, g 168.75 <br />Weight Tare, g 33.65 <br />Weight Water, g 14.31 <br />Weight Dry Soil, g 135.10 <br />Moisture % 10.59% #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 />13 <br />879.54 <br />400.38 <br />229.04 <br />416.86 <br />588.20 <br />70.87% <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" 14.95 2.54% 97.46% 1.000" <br />Fine Gravel 0.750" ]4.95 2.54% 97.46% 0.750" Fine Gravel <br /> 0.375" 27.47 4.67% 95.33% 0.375" <br />Coarse Sand #4 38.20 6.49% 93.51% #4 Coarse Sand <br />Medium Sand #10 53.09 9.03% 90.97% #10 Medium Sand <br /> #20 67.95 11.55% 88.45% #20 <br />Fine Sand #40 83.50 14.211% 85.80% #40 Fine Sand <br /> #60 97.00 16.49% 83.51% #60 <br /> #100 111.68 18.99% 81.01% #100 <br /> #200 158.54 26.95% 73.05% #200 <br />Fines PAN 171.99 0.00% 100.00% PAN Fines <br /> <br />C GRVL: 2.5% Wet Color: CLAY with some <br />F GRVL: 4.0% 6.5% Description: fine to coarse sand, little <br />C SAND: 2.5% fine to coarse ravel CL <br />M SAND: 5.2% LL: 33 <br />%F SAND: 12.8% 20.5% PL: 16 DATE: 13-Aug-00 <br />FINES: 73.0% PI: 17 TECH: NG <br />%TOTAL: 100.0% Gs: 2.58 REVIEW: DMD <br />GOLDER ASSOCIATES INC. <br />LAKEWOOD,COLORADO <br />• <br />