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Time Readings @ 4.3 ksf <br />0.1460 <br />0.1480 <br />0.1500 <br />0.1520 <br />0.1540 <br />0.1560 <br />0.1580 <br />0 1600 <br />0.00 <br />0.1460 <br />0 1480 <br />0.1500 <br />0 1520 <br />01540 <br />01560 <br />0.1580 <br />0.1600 , <br />000 0 100 00.0 000.0 0000.C 100 20 0 30 0 40 0 <br />Log of Time (min.)Square Root of Time (min. 19 <br />2.00 X <br />1 <br />4.00 <br />Inundate with <br />32 Tap water <br />C <br />2 6.00 <br />\ <br />\ <br />\ <br />8.00 - \ <br />\ <br />10 00 -6 <br />12.00 <br />0.01 0.10 1.00 10.00 100.00 <br />Pressure, p (ksf) <br />Boring Sample Depth <br />No.No.(ft.) <br />B-3 R-3 20 <br />Moisture <br />Content (%) <br />Initial Final <br />24.7 29.0 <br />Dry Density (pcf)Void Ratio <br />Initial Final Initial Final <br />101.2 103.1 0.665 0.542 <br />Degree of <br />Saturation (%) <br />Initial Final <br />100 100 <br />Soil Identification:Brown lean clay (CL) <br />Project No.:603284-001 <br />ONE-DIMENSIONAL CONSOLIDATION< Leighton PROPERTIES of SOILS The Academy <br />ASTM D 2435 <br />10-11 <br />SL Rvcd 2019.01.21