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0.1460 <br />Time Readings @ 4.3 ksf <br />0.1460 <br />0.1480 0.1480 <br />E <br />a 0.1500 0.1500 1 <br />1 0.1520 0.1520 <br />0.1540 0.1540 <br />0.1560 01560 <br />0.1580 0 580 <br />0.1600 0.1600 <br />0.1 1.0 10.0 100.0 1000.0 10000.0 00 100 20.0 30.0 40.0 <br />Log of Time (min.)Square Root of Time 0'lin.'9 <br />0-00 <br />zoo .\ <br />1 ih <br />\4.00 <br />Inundate with 32 Tap water ,\ <br />C - <br />·0 6.00 <br />16 . <br />g 6 <br />O 800 41 0 <br />L <br />1 -4 <br />10.00 -1 <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 />Soil Identification:Brown lean clay (CL) <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 />Inibal Final <br />100 100 <br />Project No.:603284-001 <br />ONE-DIMENSIONAL CONSOLIDATION <br />Leighton PROPERTIES of SOILS The Academy <br />ASTM D 2435 <br />10-11 <br />1