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.~ <br />• <br />.1 v <br />L~UlLi2££ ~£~..~Ll2C~ yRLT02R~OZL£~. <br />TEST RESULTS <br />PROJECT CO llestmoreland pROJECT NO. 0102 <br />LOCATION Pann i a rn REPORT NO. ~ <br />SOURCE Not Known SAIISPLE NO. 3 <br />ENGINEERING TECHNICIAN rra G cn <br />DATES/3/81 <br />TIME ~;,i <br />PARTICLE DETERMINF.TIONS <br />AND TEXTURAL CLASSIFICATION <br />• <br />%e GRAVEL %e SAND %s SILT %6 CLAY <br />24.6 25.5 35.1 14.8 <br />SOIL SEPARATES: DIAMETER (mm) <br />2-1 <br />1-0.5 <br />0.5-0.25 <br />0.25-0.1 <br />0.1-0.05 <br />USDA CLASSIFICATION: Gravelly Loam <br />CONVENTIONAL PERCENT <br />NAME <br />very course sand 8.80 <br />course sand 3.10 <br />medium sand 1.48 <br />fine sand 4.66 <br />very fine sand 7.39 <br />• <br />