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Depth Interval (ft)Soil layer <br />thickness (ft) <br />Fines <br /><#200 (N,)... (N,)562" FS <br />Sieve (%) <br />I¥ Percent <br />(1) <br />El <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 1 74.2 81.6 NA 0.00 0.52 NA NA NA 0 <br />45.93 46.10 0.16 1 77.2 84.9 NA 0.00 0.52 NA NA NA 0 <br />46.10 46.26 0.16 0 77.9 85.7 NA 0.00 0.52 NA NA NA 0 <br />46.26 46.42 0.16 0 75.0 82.5 NA 0.00 0.52 NA NA NA 0 <br />46.42 46.59 0.16 0 95.2 104.7 NA 0.00 0.52 NA NA NA 0 <br />46.59 46.75 0.16 0 98.6 108.5 NA 0.00 0.52 NA NA NA 0 <br />46.75 46.92 0.16 0 76.7 84.4 NA 0.00 0.52 NA NA NA 0 <br />46.92 47.08 0.16 0 72.2 79.4 NA 0.00 0.52 NA NA NA 0 <br />47.08 47.24 0.16 0 71.4 78.5 NA 0.00 0.52 NA NA NA 0 <br />47.24 47.41 0.16 0 87.8 96.6 NA 0.00 0.52 NA NA NA 0 <br />47.41 47.57 0.16 0 69.0 75.9 NA 0.00 0.52 NA NA NA 0 <br />47.57 47.74 0.16 0 89.8 98.8 NA 0.00 0.52 NA NA NA 0 <br />47.74 47.90 0.16 3 54.3 59.7 NA 0.00 0.52 NA NA NA 0 <br />47.90 48.06 0.16 16 28.6 31.5 0.9 0.51 0.52 1.34 0.01 0.03 0.02 <br />48.06 48.23 0.16 36 20.4 22.4 NA 0.00 0.52 NA NA NA 0 <br />48.23 48.39 0.16 48 14.5 16.0 NA 0.00 0.52 NA NA NA 0 <br />48.39 48.56 0.16 52 12.1 13.3 NA 0.00 0.52 NA NA NA 0 <br />48.56 48.72 0.16 53 10.8 11.9 NA 0.00 0.52 NA NA NA 0 <br />48.72 48.88 0.16 54 10.4 11.4 NA 0.00 0.52 NA NA NA 0 <br />48.88 49.05 0.16 56 9.9 10.9 NA 0.00 <br />49.05 49.21 0.16 56 9.9 10.9 NA 0.00 <br />49.21 49.38 0.16 56 9.9 10.9 NA 0.00 <br />49.38 49.54 0.16 54 10.0 11.0 NA 0.00 <br />49.54 49.70 0.16 58 10.0 11.0 NA 0.00 <br />49.70 49.87 0.16 57 10.5 11.6 NA 0.00 <br />49.87 50.03 0.16 54 11.2 12.3 NA 0.00 <br />50.03 50.20 0.16 49 12.0 13.2 NA 0.00 <br />Notes: <br />0.52 NA NA NA 0 <br />0.52 NA NA NA 0 <br />0.52 NA NA NA 0 <br />0.52 NA NA NA 0 <br />0.50 NA NA NA 0 <br />0.50 NA NA NA 0 <br />0.50 NA NA NA 0 <br />0.50 NA NA NA 0 <br />0.6 0.8 07 <br />(1) Effective ER=55% normalized standard penetration resistance for clean sands, (Ni)*o.s' 1.1 (Sced, 1994). <br />(2) Volumetric strain (Ishihara and Yoshimine, 1992) using (N ,)55-· <br />(3) Volumetric strnin (Tokimatsuand Seed, 1987) using (N,)6(ks.Average Liquefaction Settlement (in): <br />(4) Volumeteric strain (Seed et al., 2003) using (Ni)600- <br />0.7 1 <br />Plate C-15 <br />Albus-Keefe & Associates, Inc.6 of 6