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CONSOLIDATION TEST DATA <br />lient: MILBOR PITA <br />roject: EVERETT INTERMODAL <br />Project Number: 12953-0 <br />1 Sample Data <br />;ounce: <br />ample No.: MP-1 / S-2 <br />lev. or Depth: 5.0-7.5' Sample Length (in./cm.): <br />Location: <br />ascription: Lean clay <br />iquid Limit: 41 Plasticity Index: 16 <br />JSCS: CL AASHTO: Figure No.: <br />esting Remarks: Tested by: ML <br />Sample swell: 1.5% <br />Test reset @ '0' for consolidation <br />TOTAL <br />SAMPLE <br />at w+t <br />= 348.00 <br />g. <br />_ry w+t <br />= 304.80 <br />g. <br />fare Wt. <br />= 164.10 <br />g. <br />eight <br />= 1.00 <br />in. <br />iameter <br />= 2.50 <br />in. <br />4eight <br />= 148.60 <br />g. <br />loi.sture <br />= 30.7 % <br />+let Den. <br />= 115.3 <br />pcf <br />ry Den. <br />1. <br />= 88.2 pcf <br />Test Specimen Data <br />BEFORE TEST <br />Consolidometer # = 2 <br />Spec. Gravity = 2.65 <br />Height = 1.00 in. <br />Diameter = 2.50 in. <br />Defl. Table = n/a <br />Ht. Solids = 0.5334 in. <br />Dry Wt. = 113.69 g.* <br />Void Ratio = 0.875 <br />Saturation = 93.0 % <br />Initial dry weight used in calculations <br />AFTER TEST <br />Wet w+t = <br />Dry w+t = <br />Tare Wt. _ <br />Moisture = % <br />Dry Wt. = n/a <br />Void Ratio = 0.798 <br />' <br />End -of -Load Summary <br />Pressure <br />Final <br />Machine <br />Cv <br />Ca <br />Void <br />% Compression <br />1 (tsf) <br />Dial (in.) <br />Defl. (in.) <br />(ft.2/day) <br />Ratio <br />/Swell <br />start <br />0.50000 <br />0.875 <br />0.10 <br />0.50000 <br />0.00000 <br />0.875 <br />0.0 <br />Swell <br />0.25 <br />0.49040 <br />0.00000 <br />1.26 <br />0.000 <br />0.857 <br />1.0 <br />Comprs. <br />0.50 <br />0.48290 <br />0.00000 <br />3.57 <br />0.001 <br />0.843 <br />1.7 <br />Comprs. <br />1.00 <br />0.47400 <br />0.00000 <br />2.37 <br />0.000 <br />0.826 <br />2.6 <br />Comprs. <br />2.00 <br />0.46210 <br />0.00000 <br />2.55 <br />0.000 <br />0.804 <br />3.8 <br />Comprs. <br />4.00 <br />0.44680 <br />0.00000 <br />3.23 <br />0.000 <br />0.775 <br />5.3 <br />Comprs. <br />0.50 <br />0.46130 <br />0.00000 <br />0.802 <br />3.9 <br />Comprs. <br />1.00 <br />0.45880 <br />0.00000 <br />2.00 <br />0.000 <br />0.798 <br />4.1 <br />Comprs. <br />2.00 <br />0.45320 <br />0.00000 <br />0.000 <br />0.787 <br />4.7 <br />Comprs. <br />4.00 <br />0.44440 <br />0.00000 <br />4.32 <br />0.000 <br />0.771 <br />5.6 <br />Comprs. <br />0.50 <br />0.45880 <br />0.00000 <br />0.798 <br />4.1 <br />Comprs. <br />AGRA Earth 6 Environmental Inc. <br />