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Time Readings <br />0.0000 0.0000 , <br />0.1000 <br />0.2000 <br />m 0.3000 <br />a <br />� 0.4000 <br />of <br />0.5000 <br />0 0.6000 <br />O <br />E 0.7000 <br />m <br />0.8000 <br />0.9000 <br />1.0000 <br />0.1 <br />M <br />0.50 <br />1.00 <br />C <br />O 1.50 <br />CU <br />>_ <br />O <br />w <br />p 2.00 <br />2.50 <br />3.00 4- <br />0.10 <br />Log of Time (min.) <br />02000 <br />04000 <br />0 6000 <br />0 8000 <br />1 0000 <br />12000 F <br />1.0 00 <br />Square Root of Time (min.112) <br />Inundate with <br />Tao water <br />1.00 10.00 <br />Pressure, p (ksf) <br />`DnxmI <br />Boring <br />Sample <br />Depth <br />Moisture <br />Dry Density (pcf) <br />Void Ratio <br />Degree of <br />No. <br />No. <br />(ft.) <br />Content ( ) <br />Saturation (%) <br />Initial <br />I Final <br />I Initial <br />I Final <br />I Initial <br />I Final <br />I Initial <br />I Final <br />LB-5 <br />R-1 <br />10 <br />14.9 <br />1 16.8 <br />1 113.6 <br />113.8 <br />0.484 <br />1 0.475 <br />83 <br />94 <br />Soil Identification: Brown silty lean clay (CL-ML) <br />100 <br />/ <br />♦� <br />Leighton <br />ONE-DIMENSIONAL CONSOLIDATION <br />PROPERTIES of SOILS <br />Project No.: 12126.001 <br />Kimley-Horn MainPlace <br />/ <br />ASTM D 2435 <br />12-18 <br />