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Leighton <br />ONE-DIMENSIONAL CONSOLIDATION <br />PROPERTIES of SOILS <br />ASTM D 2435 <br />Project Name:The Academy Tested By: F. Tabibkhoei Date:10/11/11 <br />Project No.:60328+001 Checked By:J. Ward Date:10/21/11 <br />Boring No.:8-3 Depth (ft.): 20.0 <br />Sample No.:R-3 Sample Type:Drive <br />Soil Identification: Brown lean day (CL) <br />Sample Diameter (in.):2.416 <br />Sample Thickness (in.):1.000 <br />Weight of Sample + ring (g):195.70 <br />Weight of Ring (g):43.78 <br />Height after consol. (in.):0.9259 <br />Before Test <br />Wt. of Wet Sample+Cont. (g):BO.34 <br />Wt. of Dry Sample+Cont. (g):192.36 <br />Weight of Container (g):38.78 <br />Initial Moisture Content (%)24.7 <br />Initial Dry Density (pcf) <br />Initial Saturation (%): <br />Initial Vertical Reading (in.) <br />After Test <br />Wt. of Wet Sample+Cont. (g): <br />Wt. of Dry Sample+Cont. (g): <br />Weight of Container (g): <br />Final Moisture Content (%) <br />Final Dry Density (pcf): <br />Final Saturation (%): <br />Final Vertical Reading (in.) 1 <br />Specific Gravity (assumed):.2.10 <br />Water Density (pcf):62.43 <br />0.680 <br />0.660 4 <br />0.640 <br />0.620 <br />0.600 <br />Inundate with <br />Tap water <br />100. <br />Pressure, p (ksf) <br />101.2 <br />100 <br />0.1158 0.560 <br />230.10 0.540 <br />196.78 <br />38.10 0.520 <br />29.00 <br />103.1 0.500 <br />123 <br />0.1899 0.480 . <br />0.10 1.00 <br />6 <br />10.00 <br />Pressure <br />(P) <br />(ksO <br />0.10 <br />0.54 <br />Final Apparent Load Deformation <br />Reading Thickness Compliance % of Sample <br />(in.)(in.) (%)Thickness <br />Corrected Time Readings @ 4.3 ksf <br />Void <br />Deforma- <br />Ratio <br />tion (%)Date Time Root of Dial Rdgs.Elapsed Square <br />Time (min)Time (in.) <br />1.09 <br />1.09 <br />2.17 <br />4.30 <br />8.70 <br />17.40 <br />4.30 <br />1.09 <br />0.54 <br />0.1195 0.9963 0.00 0.37 0.659 0.37 10/17/11 9:01:00 0.0 <br />0.1315 0.9843 0.00 1.57 0.639 1.57 10/17/11 9:01:06 0.1 0.3 0.1481 <br />0.1412 0.9746 0.00 2.54 0.623 2.54 10/17/11 9:01:15 0.2 0.5 0.1487 <br />0.1393 0.9766 0.00 2.35 0.626 2.35 10/17/11 9:01:30 0.5 0.7 0.1494 <br />0.1450 0.9708 0.00 2.92 0.617 2.92 10/17/11 9:02:00 1.0 1.0 0.1501 <br />0.1594 0.9564 0.00 4.36 0.593 4.36 10/17/11 9:03:00 2.0 1.4 0.1512 <br />0.1848 0.9310 0.00 6.90 0.551 6.90 10/17/11 9:05:00 4.0 2.0 0.1526 <br />0.2165 0.8993 0.00 10.07 0.498 10.07 10/17/11 9:09:00 8.0 2.8 0.1541 <br />0.2093 0.9065 0.00 9.35 0.510 9.35 10/17/11 9:16:00 15.0 3.9 0.1553 <br />0.1965 0.9193 0.00 8.07 0.531 8.07 10/17/11 9:31:00 30.0 5.5 0.1563 <br />0.1899 0.9259 0.00 7.41 0.542 7.41 10/17/11 10:01:00 60.0 13 0.1571 <br />10/17/11 11:01:00 120.0 11.0 0.1577 <br />10/17/11 13:01:00 240.0 15.5 0.1583 <br />10/17/11 17:01:00 480.0 21.9 0.1588 <br />10/18/11 9:01:00 1440.0 37.9 0.1594 <br />CN 8-3, R-3 @ 20