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Depth Interval (ft)Soil layer <br />thickness (ft) <br />Fines <br /><#200 (Ni),0. (Ni),sam FS <br />Sieve (%) <br />IY Percent <br />(2) <br />£v <br />TS <br />CSR'Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) <br />(3) <br />E. <br />Top Bottom <br />45.77 45.93 0.16 9 27.5 30.3 0.7 0.93 0.52 1.37 0.02 0.03 0.02 <br />45.93 46.10 0.16 22 19.6 21.6 0.6 2.06 0.52 1.68 0.04 0.03 0.04 <br />46.10 46.26 0.16 44 14.2 15.6 <br />46.26 46.42 0.16 S7 11.2 12.3 <br />46.42 46.59 0.16 61 9.8 10.8 <br />46.59 46.75 0.16 60 9.3 10.2 <br />46.75 46.92 0.16 60 9.1 10.0 <br />46.92 47.08 0.16 61 8.8 9.7 <br />47.08 47.24 0.16 70 9.0 9.9 <br />47.24 47.41 0.16 64 10.4 11.4 <br />47.41 47.57 0.16 50 13.6 15.0 <br />47.57 47.74 0.16 45 14.5 16.0 <br />47.74 47.90 0.16 58 11.0 12.1 <br />47.90 48.06 0.16 78 8.8 9.7 <br />48.06 48.23 0.16 71 9.1 10.0 <br />48.23 48.39 0.16 76 8.7 9.6 <br />48.39 48.56 0.16 79 8.4 9.2 <br />48.56 48.72 0.16 80 8.2 9.0 <br />48.72 48.88 0.16 63 10.3 11.3 <br />48.88 49.05 0.16 47 14.7 16.2 <br />49.05 49.21 0.16 37 20.2 22.2 <br />49.21 49.38 0.16 23 27.7 30.5 <br />49.38 49.54 0.16 17 34.7 38.2 <br />49.54 49.70 0.16 15 39.4 43.3 <br />49.70 49.87 0.16 14 39.7 43.7 <br />49.87 50.03 0.16 13 39.0 42.9 <br />50.03 50.20 0.16 12 43.4 47.7 <br />Notes: <br />m 0.00 0.52 NA NA NA 0 <br />[m 0.00 0.52 NA NA NA 0 <br />i [m. i O.00 0.52 NA NA NA 0 <br />m -0.00 0.52 NA NA NA 0 <br />03 1 0.00 0.52 NA NA NA 0 <br />:[m 0.00 0.52 NA NA NA 0 <br />m 0.00 0.52 NA NA NA 0 <br />0.00 0.52 NA NA NA 0 <br />' 61]Z 0.00 0.52 NA NA NA 0 <br />[m 0.00 0.52 NA NA NA 0 <br />[93 · 0.00 0.52 NA NA NA 0 <br />m . 0.00 0.52 NA NA NA O <br />m 0.00 0.52 NA NA NA 0 <br />6ZJ 0.00 0.52 NA NA NA 0 <br />:. [m 0.00 0.52 NA NA NA 0 <br />.[m 0.00 0.52 NA NA NA 0 <br />(m o.00 0.52 NA NA NA 0 <br />0.00 0.52 NA NA NA 0 <br />0.00 0.52 NA NA NA O <br />r. O.00 0.52 NA NA NA 0 <br />0.00 0.52 NA NA NA 0 <br />90 : O.00 0.50 NA NA NA 0 <br />O.00 0.50 NA NA NA 0 <br />O.00 0.50 NA NA NA 0 <br />0.00 0.50 NA NA NA 0 <br />0.5 0.5 0.5 <br />0) Effective ER=55% normalized standard penetration resistance for clean sands, (N i )6(ks' 1.1 (Seed, 1994). <br />(2) Volumetric strain (Ishiharn and Yoshimine, 1992) using (N ,)53<, <br />(3) Volumetric strain (Tokimatsu and Seed, 1987) using (Ni),0.,c,Average Liquefaction Settlement (in): 0.5 <br />(4) Volumeteric strain (Seed et al., 2003) using (Ni)60,1. <br />Plate C-25 <br />Albus-Keefe & Associates,Inc.6 of 6 <br />.