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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 />1 <br />TIME CONSOLIDATION TEST REPORT <br />3.0 <br />2.0 <br />1.0 <br />_ SWELL <br />a 0.0 <br />3 <br />~ corvnESSxon <br />c <br />o' 1.0 <br />Water Added <br />a <br />i 2.0 <br />a <br />E <br />V 3.0 <br />V <br />u 4.0 <br />N <br />s.0 <br />6.0 <br />7.0 <br />01 .os o.1 0.2 o.s 1 2 s 10 20 so I <br />Applied Pressure - ksf <br />Coefficients of Consolidation (sq. in./min.) <br />INo. Load i Cv No. Load Cv No. Load I Cv <br /> 1.30 I 0.041 I ~ <br />3 I 3.20 ~ 0.046 ' I <br />i '3 3.40 0.044 <br />-o ; <br /> <br />I tz.ao ~ o.o4z ' ' <br />I <br />Clpse. Nat. Nat. Dry Dens. o <br />e Sat. Moist. (pcf) LL I Sp.Gr. <br />0.2 98.7 29.2 92.7 I 2.650 <br />TEST RESULTS <br />C~ at b.40 ksf applied = 0.044 sq. in.jmin. <br />C~ at 12.80 ksf applied = 0.042 sq. in./min. <br />Project No.: 5461.1 <br />Project: CASH !AINE <br />Location: SH-1,ID:300-98-03008, fine fraction <br />South Delta, Shelby Tube Sample <br />Dote: 0 3 98 <br />TIME CONSOLIDATION TEST REPORT <br />Knight Piesold LLC <br />Precons. ~ ~ <br />(ksf) <br />6.07 0.04 0.7838 <br />MATERIAL DESCRIPTION <br />silty SAND <br />Class: SM <br />Remarks: <br />Specific gravity Nas <br />estimated. <br />Inundated at O.OSksf <br />Fi <br />