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0.2385 - <br />Time Readings @ 4.3 ksf <br />02385 <br />0.2390 11 -d <br />t= 0.2395 0.2390 <br />0.2395 <br />0.2400 0.2400 <br />0.2405 0.2405 <br />0.2410 0.2410 <br />0.2415 <br />col <br />5 <br />g <br />2 <br />0.2420 <br />0.1 1.0 <br />0.00 <br />0.2415 -.---0 <br />0.2420 <br />10.0 100.0 1000.0 10000.0 0.0 10.0 200 30.0 40.0 50.0 600 70.0 <br />Log of Time (min.)Square Root of Time (min.19 <br />n gn -0.Inundate with <br />Tap water <br />j1.00 <br />1.50 <br />2.00 <br />2.50 <br />3.00 <br />3.50 <br />4.00 <br />1.50 <br />0.01 0.10 1.00 <br />1 6 <br />g <br />(0 <br />g : <br />O: b <br />1 10.00 100.00 <br />Pressure, p (ksf) <br />Boring Sample Depth Moisture <br />No.No.(ft.)Content (%) <br />Initial Final <br />B-4 R-4 25 22.2 22.4 <br />Soil Identification:Gray silty sand (SM) <br />Dry Density (pcf)Void Ratio <br />Initjal Final Initial Final <br />104.9 104.8 0.607 0.558 <br />Degree of <br />Saturation (%) <br />Initial Final <br />99 99 <br />Project No.:603284-001 <br />ONE-DIMENSIONAL CONSOLIDATION* Leighton PROPERTIES of SOILS The Academy <br />ASTM D 2435 <br />10-11 <br />1