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• <br />• <br />• <br />CONSOLIDATION TEST <br />ASTM D-2435 <br />CLIENT Venture Resources <br />BORING NO. Coarse Fraction <br />DEPTH <br />SAMPLE NO. <br />SOIL DESCR. <br />LOCATION <br />SAMPLE DIA.(in) <br />MOISTURE/DENSITY <br />DATA <br />Wt. Soil & Ring(s) (9) <br />Wt. Ring(s) (g) <br />Wt. Soil (g) <br />Wet Density PCF <br />Wt. Wet Soil & Pan (g) <br />Wt. Dry Soil & Pan (g) <br />Wt. Lost Moisture (g) <br />W. of Pan Only (g) <br />Wt. of Dry Soil (g) <br />Moisture Content % <br />Dry Density PCF <br />Inundate <br />Hukill Gulch Millsite <br />2.410 <br />LOAD LOG p <br />(PSF) <br />100 2.000 <br />100 2.000 <br />200 2.301 <br />400 2.602 <br />800 2.903 <br />1600 3,204 <br />3200 3.505 <br />6400 3.806 <br />12800 4.107 <br />25600 4.408 <br />6400 3.806 <br />1600 3.204 <br />400 2.602 <br />100 2.000 <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:Yjt:?- <br />FileName: VRCOCRFR <br />BEFORE <br />TEST <br />181.6 <br />45.2 <br />136.4 <br />113.9 <br />139.4 <br />111.8 <br />27.5 <br />3.0 <br />108.8 <br />25.3 <br />90.9 <br />CONSOL. <br />(IN.) <br />0.0000 <br />0.0003 <br />0.0015 <br />0.0045 <br />0.0080 <br />0.0122 <br />0.0181 <br />0.0256 <br />0.0344 <br />0.0481 <br />0.0456 <br />0.0426 <br />0.0399 <br />0.0381 <br />81.7 <br />2.650 <br />1.395 <br />1.145 <br />0.8203 <br />AFTER <br />TEST <br />181.8 <br />45.2 <br />136.5 <br />118.5 <br />139.5 <br />111.8 <br />27.7 <br />3.0 <br />108.8 <br />25.5 <br />94.5 <br />DEFL. <br />(IN.) <br />0.0000 <br />-0.0003 <br />-0.0015 <br />-0.0045 <br />-0.0080 <br />-0.0122 <br />-0.0181 <br />-0.0256 <br />-0.0344 <br />-0.0481 <br />-0.0456 <br />-0.0426 <br />-0.0399 <br />-0.0381 <br />Date: 07/1912010 <br />Date: ?I ro <br />JOB NO. 2789-01 <br />SAMPLED <br />TEST STARTED 07/09/10 DPM <br />TEST FINISHED 07/17/10 DPM <br />CELL NUMBER ATT-17 <br />INITIAL HT.(in) 1.000 <br />LOAD CONSOL. <br />(PSF) (IN.) <br />100 0.0000 <br />100 0.0003 <br />200 0.0015 <br />400 0.0045 <br />800 0.0080 <br />1600 0.0122 <br />3200 0.0181 <br />6400 0.0256 <br />12800 0.0344 <br />25600 0.0481 <br />6400 0.0456 <br />1600 0.0426 <br />400 0.0399 <br />100 0.0381 <br />VOID <br />RATIO <br />e <br />0.8203 <br />0.8198 <br />0.8176 <br />0.8121 <br />0.8058 <br />0.7981 <br />0.7874 <br />0.7737 <br />0.7577 <br />0.7326 <br />0.7373 <br />0.7428 <br />0.7477 <br />0.7510 <br />j