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Time Readings @ 4.31<sf <br />0 2385 0.2385 <br />0 2390 02390 <br />0 2395 0 2395 <br />0.2400 02400 <br />0.2405 02405 <br />0 2410 02410 <br />0.2415 0 2415 <br />0.2420 02420 <br />0.1 1.0 100 1000 1000,0 10000.0 00 100 20.0 30.0 40.0 500 600 70 0 <br />Log of Time (min.)Square Root of Time (min.19 <br />0.00 <br />0.50 -**Inundate with <br />Tap water <br />. <br />1.00 <br />1.50 <br />2.00 <br />2.50'eformation (%)\ <br />\ <br />3.00 <br />350 <br />4.50 <br />1.00 10 <br />4.00 -\\1 <br />0.01 0.10 .00 100.00 <br />Pressure, p (ksf) <br />Boring Sample Depth <br />No.No.(ft.) <br />B-4 R-4 25 <br />Moisture <br />Content (%) <br />Initial Final <br />22.2 22.4 <br />Dry Density (pcf)Void Ratio <br />Initial Final Initial Final <br />104.9 104.8 0.607 0.558 <br />Degree of <br />Saturation (%) <br />Initial Final <br />99 99 <br />Soil Identification:Gray silty sand (SM) <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