Laserfiche WebLink
• • PARTICLE-SIZE ANALYSIS OF SOILS <br />ASTM C 117, C 136, D 421, D 422, D 1140, D 2216, D 2217 <br />• <br />u <br />MONTGOMERY WATSON/LAB TESTING/CO <br />003-2111-1 SAMPLE #: r12-2 <br />DEPTH (FT): <br />MOISTURE CONTENT (As tested) <br />Tare X35 <br />Weight Wet Soil & Tare, g 214.25 <br />Weight Dry Soil & Tare, g 200.24 <br />WeightTare,g 33.08 <br />Weight Water, g 14.01 <br />Weight Dry Soil, g 167.16 <br />Moisture, % 8.38% #200 WASH (Percent Fines) <br />Tare <br />Weight Soil & Taze Before Wash, g <br />Weight Soil & Tare After Wash, g <br />WeightTaze,g <br />Weight Fines Lost, g <br />Weight Dry Soil, g <br />Fines Lost % <br />513 <br />805.23 <br />166.70 <br />158.44 <br />588.51 <br />596.77 <br />98.62% <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" 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 0.00 0.00% 100.00% #4 Coarse Sand <br />Medium Sand #10 1.14 0.19% 99.81% #10 Medium Sand <br /> #20 2.66 0.45% 99.55% #20 <br />Fine Sand #40 3.65 0.61% 99.39% #40 Fine Sand <br /> #60 4.45 0.75% 99.25% #60 <br /> #100 5.50 0.92% 99.08% #100 <br /> #200 8.36 1.40% 98.60% #200 <br />Fines PAN 8.71 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 (CL) <br />C SAND: 0.2% <br />%M SAND: 0.4% LL: 49 <br />F SAND: 0.8% 1.4% PL: 17 DATE: 13-Aug-00 <br />FINES: 98.6% PI: 32 TECH: NG <br />%TOTAL: 100.0% Gs: Gs REVIEW: DMD <br />COLDER ASSOCIATES IIYC. <br />LAKEWOOD,COLORADO <br />