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. TABLE 1 <br /> PERMEABILITY TEST REPORT <br /> Client Name: Upgradient Consultants Project No. 98-158 <br /> Project Name: Kwikee Foods Test Typa: ASTM D5084 <br /> Source; Dates 4-29-98 <br /> Sample Identification: GP-3 @ GP-3 @ GP-1 @ G P 2 @ GP4 @ <br /> 35.5.36.0' 25.5-26.0' 35.036.0' 27.0-28,0' 16.0 17,0' <br /> Initial: <br /> Moisture Content (°/); 21.7 16.8 30.8 16.3 26.2 <br /> rDry Density (pef): 96,9 1 13,9 92.0 115.3 93.0 <br /> Saturation (%): 82.0 90.4 97.8 91.8 87.2 <br /> Porosity : .4119 3391 .4638 ,3283 .4481 <br /> Final: <br /> Muisture Content I°i): 24.3 17.3 31,0 17.3 30.0 <br /> Dry Density {pct): 98,7 116.8 92.8 1 16.5 93.5 <br /> Saturation {°kl': 100.8 100.5 100.4 100.6 100.9 <br /> Porosity (%): .3888 .3222 .4594 .3213 .4455 <br /> Test Results: <br /> "B" Parameter: .96 .98 .97 .99 .97 <br /> Hydraulic Conductivity (cm/sec): 1.1 E-4 1.5E-3 1.1 E.6 5.1E 4 3.7E-6 <br /> Effective Consolidation Pressure <br /> {psi) 2 2 2 2 2 <br /> Gradient Range: 2.8-6.6 0.8-7.6 156-200 1.1 4.7 5.0 1 2.F <br /> Specific gravity was adjusted to yield values of after test saturation at or near 100°0. <br />