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Time Readings <br />0.0000 <br />0 0000 <br />0.1000 <br />0 2000 <br />^. 0.2000 <br />_ <br />m 0.3000 <br />= <br />04000 <br />a <br />� 0.4000 <br />of <br />5 0.5000 <br />0 6000 <br />0 <br />=O 0.6000 <br />m <br />E 0.7000 <br />0 8000 <br />`O <br />`m <br />0.8000 <br />0 <br />1 0000 <br />0.9000 <br />1.0000 <br />1 2000 <br />0.1 <br />M <br />rM <br />4.00 <br />6.00 <br />0 <br />10.00 <br />12.00 <br />14.00 1-- <br />0.10 <br />Log of Time (min.) <br />1.0 00 <br />I I I I I <br />Inundate with <br />Tap water <br />1.00 10.00 <br />Pressure, p (ksf) <br />Square Root of Time (min.112) <br />100.00 <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 (/o) <br />Saturation (%) <br />Initial <br />Final <br />Initial <br />I Final <br />I Initial <br />I Final <br />I Initial <br />Final <br />LB-1 <br />R-2 <br />10 <br />8.8 <br />20.1 <br />98.4 <br />108.5 <br />0.713 <br />0.532 <br />33 <br />98 <br />Soil Identification: Yellowish brown silty sand (SM), trace clay noted <br />100 <br />At <br />Project No.: 12126.001 <br />ONE-DIMENSIONAL CONSOLIDATION <br />49 Leighton PROPERTIES of SOILS Kimley-Horn MainPlace <br />ASTM D 2435 <br />01-19 <br />