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1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />TIME CONSOLIDATION TEST REPORT <br />o.7os <br />Water Added <br />0.695 <br />0.685 <br />0.675 <br />0 0.665 <br />0 <br />~ 0.655 <br />a <br />j 0.645 <br />0.635 <br />0.625 <br />0.615 <br />0.605 <br />01 .05 0.1 0.2 0.5 1 2 5 10 ZO 50 I <br />Applied Pressure - ksf <br />Coefficients of Consolidation (sq. in./min.) <br />No. Load Cv No. Load Cv No.l Load Cv <br />7 1.00 0.111 ~ ; ~ <br />3 3.20 0.140 ~ <br />9 ~ 6.40 0.087 ~ <br />10 12.40 0.092 ~ <br />Clpse. Nat. Nat. Dry Dens• Precons. <br />e Sat. Moist. (pcf) LL PI S Gr. <br />p' (ksf) ~ ~ <br />0.1 96.9 e 25.6 97.4 2.050 2.97 0.06 (0.6992 <br />TEST RESULTS MATERIAL DESCRIPTION <br />Cv at 6.40 ksf applied = 0.087 sq. in./min. silty SAND <br />C„ at 12.80 ksf applied = 0.092 sq. in./min <br />Project No.: 5461.1 <br />Project: CASH MINE <br />Location: SH-2, ID:300-98-0301A, fine fraction <br />North Delta, bottom of shelby sample <br />Date: 6/14/98 <br />TIME CONSOLIDATION TEST REPORT <br />Knight Piesold LLC <br />Class: SM <br />Remarks: <br />Specific gravity •«os <br />estimated. <br />Inundated at O.OSksf. <br />36.2% fines from wet <br />wash on remnants. <br />Fig. <br />