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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 />5'YELL <br />~ o.o <br />~ ~a~~sz~ <br />,_ <br />0 1.0 <br />m <br />N <br />~ 2.0 <br />o_ <br />E <br />v 3.0 <br />c <br />u 4.0 <br />m <br />~1 <br />5.0 <br />5.0 <br />7,0 <br />01 .OS 0.1 0.2 0.5 1 2 5 10 20 50 I <br />Applied Pressure - ksf <br />Coefficients of Consolidation (sq. in./min.) <br />No. Load Cv No. Load Cv No. Load Cv <br />7 1.60 0.112 <br />3 3.20 0.079 <br />9 5.~0 I 0.109 <br />+I 10 1 <br />I 12.30 I 0.049 <br />Clpse. Nat. Nat. Dry Dens LL PI S Gr. Precons. <br />Sat. Moist. (pcf) p~ (ksf) G: ~ <br />0.2 96.0 30.1 ~ 90.4 2.050 1.20 0.07 0.33 <br />TEST RESULTS MATERIAL DESCRIPTION <br />Cv ac o.40 ksf applied = 0.109 sq. in,/min. poorly graded SAND <br />C, at 12.80 ksf applied = 0.049 sq. in./min. with silt <br />Project No.: 5461.1 Class: SP-SM <br />Project: CASH MINE Remarks: <br />Location: SH-2. ID:300-98-03018, coarse fraction Specific gravity was <br />North Delta, top of Shelby tube sample estimated. <br />Dote: 6 14 98 Inundated at O.OSksf. <br />TIME CONSOLIDATION TEST REPORT <br />Knight Piesold LLC ,=i <br />