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Depth Interval (ft)Soil layer <br />thickness (ft) <br />Fines <br /><#200 (N,)60. (Ni)2" FS <br />Sieve (%) <br />IY Percent <br />(2) <br />El <br />TS <br />CSR*Percent IY 6 (in.) TS 6 (in.) Aveo (in.) <br />(3) <br />G, <br />Top Bottom <br />45.77 45.93 0.16 42 19.8 21.8 <br />45.93 46.10 0.16 43 19.0 20.9 <br />46.10 46.26 0.16 29 27.6 30.4 <br />46.26 46.42 0.16 24 35.3 38.8 <br />46.42 46.59 0.16 19 43.0 47.3 <br />46.59 46.75 0.16 14 48.4 53.2 <br />46.75 46.92 0.16 13 50.3 55.3 <br />46.92 47.08 0.16 13 51.1 56.2 <br />47.08 47.24 0.16 12 49.6 54.6 <br />47.24 47.41 0.16 12 46.7 51.4 <br />47.41 47.57 0.16 13 42.7 47.0 <br />47.57 47.74 0.16 15 37.6 41.4 <br />47.74 47.90 0.16 20 32.5 35.8 <br />47.90 48.06 0.16 25 28.3 31.1 <br />48.06 48.23 0.16 21 28.2 31.0 <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 0.52 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 />48.23 48.39 0.16 13 31.5 34.7 1.0 0.26 0.52 1.26 0.01 0.02 0.02 <br />48.39 48.56 0.16 8 30.9 34.0 0.8 0.52 0.52 1.28 0.01 0.03 0.02 <br />48.56 48.72 0.16 6 30.6 33.7 0.7 0.63 0.52 1.28 0.01 0.03 0.02 <br />48.72 48.88 0.16 6 28.2 31.0 0.6 1.02 0.52 1.35 0.02 0.03 0.02 <br />48.88 49.05 0.16 11 23.5 25.9 0.5 1.72 0.52 1.50 0.03 0.03 0.03 <br />49.05 49.21 0.16 24 18.3 20.1 0.5 2.19 0.52 1.75 0.04 0.03 0.04 <br />49.21 49.38 0.16 52 12.4 0.00 0.52 NA NA NA 0 <br />49.38 49.54 0.16 65 9.7 10.7 0.00 0.52 NA NA NA 0 <br />49.54 49.70 0.16 59 10.2 11.2 ·· QB 0.00 0.50 NA NA NA 0 <br />49.70 49.87 0.16 40 15.1 16.6 0.00 0.50 NA NA NA 0 <br />49.87 50.03 0.16 16 18.0 19.8 0.4 2.22 0.50 1.77 0.04 0.03 0.04 <br />50.03 50.20 0.16 15 19.9 21.9 0.4 2.05 0.50 1.66 0.04 0.03 0.04 <br />Notes:0.7 0.9 0.8 <br />(1) Effective ER==55% normalized standard penetration resistance for clean sands, (N,)600*|-| (Sced, 1994). <br />(2) Volumetric strain ([shihara and Yoshimine, 1992) using (N,)53.c,· <br />(3) Volumetric strain (Tokimatsu and Seed, 1987) using eli)600·Average Liquefaction Settlement (in): 0.8 <br />(4) Volumeteric strain (Seed et al., 2003) using (N,)00,1 <br />Plate C-21 <br />Albus-Keefe & Associates, inc.6 of 6 <br />.