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Depth Interval (ft)Soil layer <br />thickness (ft) <br />Fines <br /><#200 (Ni).4, (Ni)52" FS <br />Sieve (%) <br />Top Bottom <br />45.77 45.93 0.16 47 14.1 15.5 <br />45.93 46.10 0.16 55 12.3 13.5 <br />46.10 46.26 0.16 53 12.1 13.3 <br />46.26 46.42 0.16 55 11.1 12.2 <br />46.42 46.59 0.16 59 10.5 11.6 <br />46.59 46.75 0.16 57 10.9 12.0 <br />46.75 46.92 0.16 56 11.1 12.2 <br />46.92 47.08 0.16 60 10.6 11.7 <br />47.08 47.24 0.16 63 10.3 11.3 <br />47.24 47.41 0.16 65 10.2 11.2 <br />47.41 47.57 0.16 57 10.3 11.3 <br />47.57 47.74 0.16 57 10.4 11.4 <br />47.74 47.90 0.16 80 8.8 9.7 <br />47.90 48.06 0.16 69 9.7 10.7 <br />48.06 48.23 0.16 62 10.3 11.3 <br />48.23 48.39 0.16 62 10.0 11.C <br />48.39 48.56 0.16 62 9.9 10.9 <br />48.56 48.72 0.16 61 10.2 11.2 <br />48.72 48.88 0.16 62 10.4 11.4 <br />48.88 49.05 0.16 62 10.5 11.6 <br />49.05 49.21 0.16 63 10.8 11.5 <br />49.21 49.38 0.16 65 11.0 12.1 <br />49.38 49.54 0.16 59 12.8 14.1 <br />49.54 49.70 0.16 62 13.2 14.5 <br />49.70 49.87 0.16 53 14.8 16.3 <br />49.87 50.03 0.16 62 12.6 13.6 <br />TS <br />IY Percent <br />CSR•Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) <br />4 0 <br />G¥ <br />0.00 0.52 NA NA NA 0 <br />0.00 0.52 NA NA NA 0 <br />0.00 0.52 NA NA NA 0 <br />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 0 <br />0.00 0.52 NA NA NA 0 <br />0.00 0.52 NA NA NA 0 <br />0.00 0.52 NA NA NA 0 <br />0.00 0.52 NA NA NA 0 <br />0.00 0.52 NA NA NA 0 <br />0.00 0.52 NA NA NA 0 <br />0.00 0.52 NA NA NA 0 <br />0.00 0.52 NA NA NA 0 <br />0.00 0.52 NA NA NA 0 <br />0.00 0.52 NA NA NA 0 <br />0.00 0.52 NA NA NA 0 <br />0.00 0.52 NA NA NA 0 <br />0.00 0.52 NA NA NA 0 <br />0.00 0.52 NA NA NA 0 <br />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 0 <br />O.00 0.50 NA NA NA 0 <br />0.00 0.50 NA NA NA 0 <br />0.00 0.50 NA NA NA 0 <br />50.03 50.20 0.16 62 11.5 12.7 <br />Notes: <br />0.00 0.50 NA NA NA 0 <br />0.3 0.6 0.4 <br />(1) Effective ER=55% normalized standard penetration resistance for clean sands, (N,)«ks* 1.1 (Seed, 1994) <br />(2) Volumetric strain (Ishihara and Yoshimine, 1992) using (N,)55-cs· <br />(3) Volumetric strain (Tokimatsu and Seed. 1987) using (Ni )60·cs·Average Liquefaction Settlement (in): 0.4 <br />(4) Volumeteric strain (Seed et al., 2003) using (N,)00., <br />Plate C-27 <br />Albus-Keefe & Associates, Inc.6 of 6