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1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />TIME CO NSOLIDATIO N TEST REPO RT <br /> ............... <br />o.oo <br /> Water A ded <br />COMPRESSIM ...... ... .. .. <br />0 <br />6 <br />. <br />0 <br /> <br />1.20 <br /> <br />1.60 <br />!n <br /> <br /> <br />0 2.40 <br />N <br />N <br />°~ <br />3.00 <br />L <br />a <br />E <br /> <br />v <br />3.60 <br />y <br />C <br />4 <br />2 <br />. <br />0 <br />u <br /> <br />71 <br /> <br />4.80 <br />r <br />4 <br />J . <br />0 <br /> <br />6.00 <br />.O1 .OS 0.1 0.2 0.5 1 2 5 10 20 50 <br />Applied Pressure - ksf <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Close. Nat. Nat. Dry Dens. LL PI S Gr, <br />p' Precons. ~ ~ <br /> Sat. Moist. (pcf) (ksf) <br />0.2 91.6 °: 28.3 39.3 I 2.050 0.55 0.05 0.3330 <br />TEST RESULTS MATERIAL DESCRIPTION <br />C,~ at 6.40 ksf applied = 0.045 sq. in.~min. silty SAND <br />C„ at 12.80 ksf applied = 0.047 sq. in./min, <br />Project No.: 5461.1 Class: SM <br />Project: CASH MINE Remarks: <br />Location: SH-1,ID:300-98-0300A (coarse fraction) <br />Specific gravity was <br />South Delta, Shelby Tube Sample I <br />Date: 6 3/98 I estimated. <br />Inundated at 0.05ksf. <br />TIME CONSOLIDATION TEST REPORT <br />Knight Piesold LLC <br />Fi. <br />Coefficients of Consolidation (sq. in./mrn.) <br />No. Load Cv No. Load Cv No. Load Cv <br />6 0.30 0.018 <br />7 1.60 0.046 <br />3 3.20 0.044 <br />9 0.40 O.D45 <br />10 12.30 0.047 <br />