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CONSOLIDATION TEST <br />ASTM D-2435 <br />• CLIENT Venture Resources <br />• <br />• <br />BORING NO. <br />DEPTH <br />SAMPLE NO. <br />SOIL DESCR. <br />LOCATION <br />SAMPLE DIA.(in) <br />MOISTUREIDENSITY <br />DATA <br />Wt. Soil & Ring(s) (g) <br />Wt. Ring(s) (g) <br />M. Soil (g) <br />Wet Density PCF <br />M. Wet Soil & Pan (g) <br />M. Dry Soil & Pan (g) <br />M. Lost Moisture (g) <br />M. of Pan Only (g) <br />M. of Dry Soil (g) <br />Moisture Content % <br />Dry Density PCF <br />Inundate <br />Bulk Tailings <br />-100 <br />Slimes <br />Hukill Gulch Millsite <br />2.410 <br />LOAD LOG p <br />(PSF) <br />100 <br />100 <br />200 <br />400 <br />800 <br />1600 <br />3200 <br />6400 <br />12800 <br />25600 <br />6400 <br />1600 <br />400 <br />100 <br />% Saturation <br />Sp. Gr. (g/cc) <br />Init. Ht. Solids (cm) <br />Init. Ht. Voids (cm) <br />Init. Void Ratio <br />Data entry by: MLM <br />Data checked by: ,w-? <br />FileName: VRS SLIM <br />2.000 <br />2.000 <br />2.301 <br />2.602 <br />2.903 <br />3.204 <br />3.505 <br />3.806 <br />4.107 <br />4.408 <br />3.806 <br />3.204 <br />2.602. <br />2.000 <br />BEFORE AFTER <br />TEST TEST <br />178.6 <br />46.1 <br />132.5 <br />110.7 <br />166.7 <br />46.1 <br />120.6 <br />121.4 <br />135.7 <br />95.7 <br />40.1 <br />3.2 <br />92.5 <br />43.3 <br />77.2 <br />CONSOL. <br />(IN.) <br />0.0000 <br />0.0368 <br />0.0504 <br />0.0667 <br />0.0872 <br />0.1080 <br />0.1278 <br />0.1476 <br />0.1736 <br />0.2006 <br />0.1961 <br />0.1888 <br />0.1800 <br />0.1705 <br />100.5 <br />2.650 <br />1.185 <br />1.355 <br />1.1428 <br />123.8 <br />95.7 <br />28.2 <br />3.2 <br />92.5 <br />30.4 <br />93.1 <br />DEFL. <br />(IN.) <br />0.0000 <br />-0.0368 <br />-0.0504 <br />-0.0667 <br />-0,0872 <br />-0.1080 <br />-0.1278 <br />-0.1476 <br />-0.1736 <br />-0.2006 <br />-0.1961 <br />-0.1888 <br />-0.1800 <br />-0.1705 <br />Date' 7126/2010 <br />Date: r? Lfti <br />JOB NO. 2789-01 <br />SAMPLED <br />TEST STARTED <br />TEST FINISHED <br />CELL NUMBER <br />INITIAL HT.(in) <br />07/13/10 DPM <br />07/23110 DPM <br />ATT-07 <br />1.000 <br />LOAD CONSOL. <br />(PSF) (IN.) <br />100 0.0000 <br />100 0.0368 <br />200 0.0504 <br />400 0.0667 <br />800 0.0872 <br />1600 0.1080 <br />3200 0.1278 <br />6400 0.1476 <br />12800 0.1736 <br />25600 0.2006 <br />6400 0.1961 <br />1600 0.1888 <br />400 0.1800 <br />100 0.1705 <br />VOID <br />RATIO <br />e <br />1.1428 <br />1.0640 <br />1.0348 <br />0.9999 <br />0.9560 <br />0.9114 <br />0.8690 <br />0.8266 <br />0.7708 <br />0.7130 <br />0.7226 <br />0.7383 <br />0.7571 <br />0.7775 <br />p