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CONSOLIDATION TEST DATA <br />Ilient: MILBOR PITA <br />roject: EVERETT INTERMODAL <br />:roject Number: 12958-0 <br />I <br />Source: <br />i ample No.: MP-3 / S-2 <br />lev. or Depth: 5.0-7.5' <br />vocation: <br />ascription: Lean clay <br />iquid Limit: 34.9 <br />JSCS: CL or ML AASHTO: <br />esting Remarks: Tested by: ML <br />Sample Data <br />Sample Length (in./cm.): <br />Plasticity Index: 10.6 <br />Figure No.: <br />Sample swell: 0.2% <br />Test reset @ '0' for consolidation <br />II Test Specimen Data <br />TOTAL <br />SAMPLE <br />at w+t <br />= 330.80 <br />g. <br />ry w+t <br />= 289.20 <br />g. <br />Pare Wt. <br />= 162.90 <br />g. <br />f eight <br />= 1.00 <br />in <br />I iameter <br />= 2.50 <br />in <br />leight. <br />= 146.10 <br />g. <br />Ioisture = <br />Vet Den. _ <br />ry Den. _ <br />BEFORE TEST <br />Consolidometer # = 1 <br />Spec. Gravity = 2.65 <br />Height = 1.00 in. <br />Diameter = 2.50 in. <br />De£1. Table = n/a <br />AFTER TEST <br />Wet w+t = <br />Dry w+t = <br />Tare Wt. _ <br />32.9 % Ht. Solids = 0.5156 in. Moisture = % <br />113.4 pcf Dry Wt. = 109.90 g.* Dry Wt. = n/a <br />85.3 pcf Void Ratio = 0.940 Void Ratio = 0.853 <br />Saturation = 92.9 % <br />' Initial dry weight used in calculations <br />1 <br />End -of -Load Summary <br />+ Pressure <br />Final <br />Machine <br />Cv <br />Ca <br />Void <br />% Compression <br />(tsf) <br />Dial (in.) <br />Defl. (in.) <br />(ft.2/day) <br />Ratio <br />/Swell <br />start <br />0.50000 <br />0.940 <br />0.50000 <br />0.00000 <br />0.940 <br />0.0 <br />Swell <br />I0.10 <br />0.25 <br />0.49350 <br />0.00000 <br />2.71 <br />0.000 <br />0.927 <br />0.7 <br />Comprs. <br />0.50 <br />0.48880 <br />0.00000 <br />1.14 <br />0.000 <br />0.918 <br />1.1 <br />Comprs. <br />1.00 <br />0.48120 <br />0.00000 <br />0.48 <br />0.000 <br />0.903 <br />1.9 <br />Comprs. <br />2.00 <br />I <br />0.46830 <br />0.00000 <br />0.25 <br />0.000 <br />0.878 <br />3.2 <br />Comprs. <br />4.00 <br />0.45000 <br />0.00000 <br />0.32 <br />0.001 <br />0.843 <br />5.0 <br />Comprs. <br />0.50 <br />0.45890 <br />0.00000 <br />0.860 <br />4.1 <br />Comprs. <br />1.00 <br />0.45730 <br />0.00000 <br />0.000 <br />0.857 <br />4.3 <br />Comprs. <br />2.00 <br />0.45330 <br />0.00000 <br />0.19 <br />0.000 <br />0.849 <br />4.7 <br />Comprs. <br />4.00 <br />0.44690 <br />0.00000 <br />0.10 <br />0.000 <br />0.837 <br />5.3 <br />Comprs. <br />0.50 <br />0.45540 <br />0.00000 <br />1.35 <br />0.853 <br />4.5 <br />Comprs. <br />- AGRA Earth 6 Environmental Inc. <br />