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Depth Interval (ft)Soil layer <br />thickness (ft) <br />Fines <br /><#200 (Ni).a (N,)2" FS <br />Sieve (%) <br />IY Percent <br />(2)EV <br />TS <br />CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) <br />(3) <br />TOP Bottom <br />45.77 45.93 0.16 16 41.4 45.5 0.00 0.52 NA NA NA 0 <br />45.93 46.10 0.16 17 39.2 43.1 0.00 0.52 NA NA NA 0 <br />46.10 46.26 0.16 21 32.4 35.6 m 0.00 0.52 NA NA NA 0 <br />46.26 46.42 0.16 24 29.0 31.9 m 0.00 0.52 NA NA NA 0 <br />46.42 46.59 0.16 22 29.2 32.1 m 0.00 0.52 NA NA NA 0 <br />46.59 46.75 0.16 23 26.6 29.3 m 0.00 0.52 NA NA NA 0 <br />46.75 46.92 0.16 31 20.9 23.0 1.2 0.37 0.52 1.61 0.01 0.03 0.( <br />46.92 47.08 0.16 46 15.3 16.8 <br />47.08 47.24 0.16 54 12.4 13.6 <br />47.24 47.41 0.16 53 11.8 13.0 <br />47.41 47.57 0.16 54 11.2 12.3 <br />47.57 47.74 0.16 53 11.0 12.1 <br />47.74 47.90 0.16 53 10.8 11.9 <br />47.90 48.06 0.16 52 10.8 11.9 <br />48.06 48.23 0.16 53 10.6 11.7 <br />48.23 48.39 0.16 55 10.4 11.4 <br />48.39 48.56 0.16 58 10.0 11.0 <br />48.56 48.72 0.16 58 9.9 10.9 <br />48.72 48.88 0.16 59 9.9 10.9 <br />48.88 49.05 0.16 56 10.3 11.3 <br />49.05 49.21 0.16 59 10.0 11.0 <br />49.21 49.38 0.16 63 9.6 10.6 <br />49.38 49.54 0.16 61 9.7 10.7 <br />49.54 49.70 0.16 69 9.1 10.0 <br />49.70 49.87 0.16 80 8.1 8.9 <br />49.87 50.03 0.16 87 7.6 8.4 <br />50.03 50.20 0.16 98 7.2 7.9 <br />Notes: <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 />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 />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 0.50 NA NA NA 0 <br />0.00 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 />0.0 0.0 0.0 <br />(1) Effective ER=55% normalized standard penetration resistance for cleah sands, (N ,)60,71.1 (Seed, 1994). <br />(2) Volumetric strain (Ishihara and Yoshimine, 1992) using (N 133-cs· <br />(3) Volumetric strain (Tokimatsu and Sced, 1987) using (N,)6(k,.Average Liquefaction Settlement (in): 0.0 <br />(4) Volumeteric strain (Seed et al., 2003) using (N,)6(ks· <br />Plate C-28 <br />Albus-Keefe & Associates, Inc.6 of 6