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• <br />• <br />PARTICLE-SIZE ANALYSIS OF SOILS <br />ASTM C 117, C 136, D 421, D 422, D 1140, D 2216, D 2217 <br />MONTGOMERY WATSON/LAB TESTING/CO <br />003-2111-1 SAMPLE #: HORSE <br />DEPTH (FT): FOUNDATIONlBASE <br />MOISTURE CONTENT (As tested) <br />Tare Z2 <br />Weight Wet Soil & Tare, g 224.56 <br />Weight Dry Soil & Tare, g 191.16 <br />Weight Taze, g 28.11 <br />Weight Water, g 33.40 <br />Weight Dry Soil, g 163.05 <br />Moisture % 20.48% #200 WASH (Percent Fines) <br />Tare <br />Weight Soil & Tare Before Wash, g <br />Weight Soil & Tare After Wash, g <br />Weight Taze, g <br />Weight Fines Lost, g <br />Weight Dry Soil, g <br />Fines Lost % <br />50 <br />786.70 <br />378.21 <br />223.23 <br />312.69 <br />467.67 <br />66.86% <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 U.00% 100.00% 0.750" Fine Gravel <br /> 0.375" 5.00 1.07% 98.93% 0.375" <br />Coarse Sand #4 8.21 1.76% 98.24% #4 Coarse Sand <br />Medium Sand #10 13.07 2.79% 97.21% #10 Medium Sand <br /> #20 17.00 3.64% 96.36% #20 <br />Fine Sand #40 20.85 4.46% 95.54% #40 Fine Sand <br /> #60 29.04 6.21% 93.79% #60 <br /> #100 74.26 15.88% 84.12% #100 <br /> #200 145.16 31.04% 68.96% #200 <br />Fines PAN 155.38 0.00% 100.00% PAN Fines <br /> <br />C GRVL: 0.0% Wet Color: CLAY and fine to coarse sand, <br />F GRVL: 1.8% 1.8% Description: trace fine gravel (CL) <br />C SAND: 1.0% <br />M SAND: 1.7% LL: 27 <br />%FSAND: 26.6% 29.3% PL: 14 DATE: 16-Aug-00 <br />FINES: 69.0% PI: 13 TECH: PLB <br />%TOTAL: 100.0% Gs: 2.63 REVIEW: DMD <br />. GOLDER ASSOCIATES INC. <br />LAKEWOOD,COLORADO <br />