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Depth Interval (ft)Soil layer <br />thickness (ft) <br />Fines <br /><#200 FS <br />Sieve (%) <br />IY Percent <br />(2) <br />E, <br />TS <br />CSR*Percent IY 6 (in.) TS 6 (in.) Aveo (in.) <br />(3)Ev <br />Top Bottom <br />45.77 45.93 0.16 56 10.9 12.0 <br />45.93 46.10 0.16 58 9.8 10.8 <br />0.00 0.52 NA NA NA 0 <br />0.00 0.52 NA NA NA 0 <br />46.10 46.26 0.16 57 9.4 10.3 <br />46.26 46.42 0.16 57 9.2 10.1 <br />46.42 46.59 0.16 57 9.2 10.1 <br />46.59 46.75 0.16 56 9.3 10.2 <br />46.75 46.92 0.16 56 9.6 10.6 <br />46.92 47.08 0.16 53 9.8 10.8 <br />47.08 47.24 0.16 57 9.4 10.3 <br />47.24 47.41 0.16 57 9.6 10.6 <br />47.41 47.57 0.16 55 9.9 10.9 <br />47.57 47.74 0.16 56 9.7 10.7 <br />47.74 47.90 0.16 68 9.7 10.7 <br />47.90 48.06 0.16 44 14.5 16.0 <br />48.06 48.23 0.16 16 27.7 30.5 <br />48.23 48.39 0.16 13 37.2 40.9 <br />48.39 48.56 0.16 12 44.5 49.0 <br />48.56 48.72 0.16 11 56.0 61.6 <br />48.72 48.88 0.16 9 64.9 71.4 <br />48.88 49.05 0.16 6 72.2 79.4 <br />49.05 49.21 0.16 3 78.5 86.4 <br />49.21 49.38 0.16 2 80.8 88.9 <br />49.38 49.54 0.16 2 80.3 88.3 <br />49.54 49.70 0.16 2 77.9 85.7 <br />49.70 49.87 0.16 3 73.9 81.3 <br />49.87 50.03 0.16 4 70.7 77.8 <br />50.03 50.20 0.16 4 69.7 76.7 <br />Notes: <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 />0.8 0.77 0.52 1.36 0.02 0.03 0.02 <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 O <br />0.00 0.52 NA NA NA 0 <br />0.00 0.52 NA NA NA 0 <br />3 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 />O.00 0.50 NA NA NA 0 <br />0.2 0.4 0.3 <br />( 1) Effective ER=55% normalized standard penetration resistance for clean sands, (Ni)6(1cs* 1.1 (Seed, 1 994). <br />(2) Volumetric strain (Ishiharn and Yoshimine, 1992) using (N ,)53-cr· <br />(3) Volumetric strain (Tokimatsu and Seed, 1987) using (N,)60-a Average Liquefaction Settlement (in): 0.3 <br />(4) Volumeteric strain (Seed et al., 2003) using (N ,)m.,. <br />Plate C-22 <br />Albus-Keefe & Associates, Inc.6 of 6 <br />.