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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 />GOLDER ASSOCIATES INC. <br />LAKEWOOD, COLORADO <br />CC &V TECH SUPPORT <br />993 -2075 <br />SAMPLE #: <br />DEPTH (ft): <br />-7/8 CRUSHED ORE <br />BEFORE PERC <br />MOISTURE CONTENT (As tested) #200 WASH (Percent Fines) <br />Tare <br />Weight Wet Soil & Tare, g <br />Weight Dry Soil & Tare, g <br />Weight Tare, g <br />Weight Water, g <br />Weight Dry Soil, g <br />Moisture. % <br />F13 <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 />5 -9 <br />171.10 <br />632.57 <br />166.35 <br />539.58 <br />34.19 <br />158.54 <br />4.75 <br />- <br />132.16 <br />3,624.27 <br />r <br />3.59% <br />- <br />SIEVE <br />Wt. Ret. % Ret. % Pass. SIEVE <br />6.000" <br />Coarse Gravel 3.000" <br />1.500" <br />1.000" <br />Fine Gravel 0.750" <br />0.375" <br />Coarse Sand 44 <br />Medium Sand 410 <br />420 <br />Fine Sand 440 <br />460 <br />4100 <br />4200 <br />Fines PAN <br />0.00 <br />0.00% 100.00% 6.000" <br />0.00 <br />0.00% 100.00% 3.000" Coarse Gravel <br />0.00 <br />0.00% 100.00% 1.500" <br />0.00 <br />0.00% 100.00% 1.000" <br />250.10 <br />6.90% 93.10% 0.750" Fine Gravel <br />1,612.40 <br />44.49% 55.51% 0.375" <br />2.254.60 <br />62.21% :37.79% 44 Coarse Sand <br />2.697.60 <br />74.43% 25.57% 410 Medium Sand <br />2.995.43 <br />82.65% 17.35% 420 <br />3,158.27 <br />87.14% 12.86% 440 Fine Sand <br />3,252.26 <br />89.74% 10.26% 460 <br />3,321.70 <br />91.65% 8.35% 4100 <br />3,391.14 <br />93.57% 6.43% 420C <br />3.624.27 <br />0.00% 100.00% PAN Fines <br />% C GRVL: <br />% F GRVL: <br />% C SAND: <br />% M SAND: <br />%F SAND: <br />%FINES: <br />% TOTAL: <br />6.9% <br />Wet Color. <br />Fine to coarse GRAVEL <br />and fine to coarse <br />sand with little clay (GW) <br />55.3% <br />62.2% Description: <br />12.2% <br />12.7% <br />LL: <br />6.4% <br />31.4% PL: <br />DATE: <br />TECH: <br />REVIEW: <br />10- Feb -00 <br />6.4% <br />PI: <br />NG <br />100.0% <br />Gs: <br />- <br />DMD <br />PARTICLE -SIZE ANALYSIS OF SOILS <br />ASTM C 117, C 136, D 421, D 422, D 1140, D 2216, D 2217 <br />GOLDER ASSOCIATES INC. <br />LAKEWOOD, COLORADO <br />