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i ~ <br />CONSOLIDATION TEST <br />ASTH D-2435 <br />CLIENT Golder Asaoc. <br />BORING N0. Pad No. 2 <br />DEPTH Hixture <br />SAMPLE NO. Hulk <br />SOIL DESCR. Aaw pad No. 2 / Ta ilings <br />SAMPLE DIA.(in) 9.000 <br />MOISTURE/DENSITY BEFORE AFTER <br />DATA TEST TEST <br />Wt. Soil S Ring(s) (g) 18560.0 19139.0 <br />Wt. Rinq(s) (g) 8718.0 8718.0 <br />Wt. Soil (q) 9842.0 10421.0 <br />wet Density PCF 131.0 139.4 <br />Wt. Wet Soil & Pan (q) 9842.0 10421.0 <br />Wt. Dry Soil 6 Pan (g) 9004.6 9004.6 <br />Wt. Lost Moisture (q) 837.4 1416.4 <br />Wt. of Pan Only (g) 0.0 0.0 <br />Wt. of Dry Soil (q) 9004.6 9004.6 <br />Moisture Content 4 9.3 15.7 <br />Dry Density PCF 119.8 120.4 <br />LOAD LOG p <br />(PSI) <br />6 0.778 <br />13 1.097 <br />25 1.398 <br />50 1.699 <br />100 2.000 <br />100 2.000 <br />a Saturation <br />so. Gr. (g/cc) <br />Init. Ht. Solids (cm) <br />Init. Ht. Voids (cm) <br />Init. Void Ratio <br />Data entry by: WEB <br />Data checked by: CJ <br />FileName:gocOlarm <br />JOB NO. 2003-62 <br />SAHPLED <br />TEST BTARTED 6-29-96 WEB <br />TEST PINZSHED 7-03-96 WEH <br />CELL NUMBER ATT-18 <br />INITIAL HT.(in) 4.500 <br />LOAD CONSOL. <br />(PSI) (IN.) <br />6 0.0000 <br />13 0.0047 <br />25 0.0078 <br />50 0.0162 <br />100 0.0265 <br />100 0.0265 <br />CONSOL. DEFL. VOID <br />(IN.) (IN.) RATIO <br /> e <br />0.0000 0.0000 0.3807 <br />0.0047 -0.0047 0.3793 <br />0.0078 -0.0078 0.3783 <br />0.0162 -0.0162 0.3757 <br />0.0265 -0.0265 0.3726 <br />0.0265 -0.0265 0.3726 <br />0.6474 <br />2.650 <br />8.278 <br />3.152 <br />0.3807 <br />Date: 7-03-96 <br />Date: ~~~- <br />ADVANCED TERRA TESTING, INC. <br />