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CONSOLIDATION TEST DATA <br />-lient: MILBOR PITA <br />4 roject: EVERETT INTERMODAL <br />4rroject Number: 12958-0 <br />Source: <br />ample No.: MP-3 / S-6 <br />lev. or Depth: 15.0-17.5' <br />Location: <br />escription: Fat Clay <br />iquid Limit: 52.1 <br />USCS: CH AASHTO: <br />esting Remarks: Tested by: ML <br />Data <br />Sample Length (in./cm.): <br />Plasticity Index: 24.1 <br />Figure No.: <br />i Sample Swell: 0.50 <br />Test reset @ '0' for consolidation <br />TOTAL <br />SAMPLE <br />et w+t <br />= 375.60 <br />g. <br />1 ry w+t <br />= 311.00 <br />g. <br />Pare Wt. <br />= 162.70 <br />g. <br />eight <br />= 1.00 <br />in <br />iameter <br />= 2.50 <br />in <br />#eight <br />= 139.30 <br />g. <br />i <br />Disture = 43.6 °s <br />'Net Den. = 108.1 pcf <br />,-ry Den. = 75.3 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 = 0.4552 in <br />Dry Wt. = 97.03 g.* <br />Void Ratio = 1.197 <br />Saturation = 96.5 % <br />+ Initial dry weight used in calculations <br />End -of -Load Summary <br />AFTER TEST <br />Wet w+t = <br />Dry w+t = <br />Tare Wt. _ <br />Moisture = o <br />Dry Wt. = n/a <br />Void Ratio = 1.019 <br />2ressure <br />Final <br />Machine <br />Cv Ca <br />Void <br />(tsf) <br />Dial (in.) <br />Defl. (in.) <br />(ft.2/day) <br />Ratio <br />start <br />0.50000 <br />1.197 <br />0.10 <br />0.50000 <br />0.00000 <br />1.197 <br />0.25 <br />0.48820 <br />0.00000 <br />0.87 <br />1.171 <br />0.50 <br />0.47920 <br />0.00000 <br />0.85 <br />1.151 <br />1.00 <br />0.46580 <br />0.00000 <br />0.83 <br />1.122 <br />2.00 <br />0.99530 <br />0.00000 <br />0.70 <br />1.077 <br />4.00 <br />0.40970 <br />0.00000 <br />0.16 <br />0.998 <br />0.50 <br />0.42730 <br />0.00000 <br />0.29 <br />1.037 <br />1.00 <br />0.42500 <br />0.00000 <br />1.03 <br />1.032 <br />2.00 <br />0.41840 <br />0.00000 <br />0.61 <br />1.018 <br />4.00 <br />0.40150 <br />0.00000 <br />0.59 <br />0.980 <br />0.50 <br />0.41890 <br />0.00000 <br />0.33 <br />1.019 <br />% Compression <br />/Swell <br />0.0 Swell <br />1.2 Comprs. <br />2.1 Comprs. <br />3.4 Comprs. <br />5.5 Comprs. <br />9.0 Comprs. <br />7.3 Comprs. <br />7.5 Comprs. <br />8.2 Comprs. <br />9.9 Comprs. <br />8.1 Comprs. <br />- AGRA Earth & Environmental Inc <br />