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Depth Interval (ft)Soil layer <br />thickness (ft) <br />Fines <br /><#200 FS <br />IY Percenl <br />(Z) <br />El <br />TS <br />CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) <br />(3) <br />ileve <70,4 <br />Top Bottom <br />45.77 45.93 0.16 13 39.5 43.5 m 0.00 0.52 NA NA NA 0 <br />45.93 46.10 0.16 10 47.1 51.8 0.00 0.52 NA NA NA 0 <br />46.10 46.26 0.16 7 55.2 60.7 0.00 0.52 NA NA NA 0 <br />46.26 46.42 0.16 5 58.1 63.9 0.00 0.52 NA NA NA 0 <br />46.42 46.59 0.16 3 58.6 64.5 0.00 0.52 NA NA NA 0 <br />46.59 46.75 0.16 3 49.6 54.6 0.00 0.52 NA NA NA 0 <br />46.75 46.92 0.16 5 37.3 41.0 1.1 Error?0.52 1.14 Error?0.02 0 <br />46.92 47.08 0.16 10 28.2 31.0 0.7 0.86 0.52 1.35 0.02 0.03 0.( <br />47.08 47.24 0.16 16 25.2 27.7 0.7 1.18 0.52 1.44 0.02 0.03 0.( <br />47.24 47.41 0.16 27 20.8 22.9 0.9 1.07 0.52 1.62 0.02 0.03 0.( <br />47.41 47.57 0.16 47 16.4 18.0 0.00 0.52 NA NA NA 0 <br />47.57 47.74 0.16 45 16.2 17.8 0.00 0.52 NA NA NA 0 <br />47.74 47.90 0.16 27 20.0 22.0 0.8 1.59 0.52 1.66 0.03 0.03 0.( <br />47.90 48.06 0.16 26 21.6 23.8 0.9 1.00 0.52 1.58 0.02 0.03 0.( <br />48.06 48.23 0.16 20 24.5 27.0 0.8 1.04 0.52 1.47 0.02 0.03 0.( <br />48.23 48.39 0.16 11 33.2 36.5 1.1 0.18 0.52 1.22 0.00 0.02 0.( <br />48.39 48.56 0.16 10 36.2 39.8 1.2 0.13 0.52 1.16 0.00 0.02 0.( <br />48.56 48.72 0.16 10 43.1 47.4 m 0.00 0.52 NA NA NA 0 <br />48.72 48.88 0.16 6 55.2 60.7 0.00 0.52 NA NA NA <br />48.88 49.05 0.16 5 58.2 64.0 m 0.00 0.52 NA NA NA C <br />49.05 49.21 0.16 5 55.8 61.4 0.00 0.52 NA NA NA C <br />49.21 49.38 0.16 7 48.7 53.6 0.00 0.52 NA NA NA C <br />49.38 49.54 0.16 7 43.9 48.3 0.00 0.52 NA NA NA C <br />49.54 49.70 0.16 9 39.0 42.9 0.00 0.50 NA NA NA C <br />49.70 49.87 0.16 11 36.1 39.7 1.3 0.13 0.50 1.16 0.00 0.02 0.( <br />49.87 50.03 0.16 11 37.8 41.6 0.00 0.50 NA NA NA C <br />50.03 50.20 0.16 9 45.4 49.9 <br />Notes: <br />0.00 0.50 NA NA NA 0 <br />0.1 0.3 0.2 <br />(!) Effective ER=35% normalized standard penetration resistance for clean sands, (N 1)60€19·| (Seed, 1994). <br />(2) Volumetric strain (Ishiharnand Yoshimine, 1992) using (Ni)53<1· <br />(3) Volumetric strain (Tokimatsu and Seed, 1987) using (N,)60<.Average Liquefaction Settlement (in): 0.2 <br />(4) Volumeteric strain (Sced et al., 2003) using (Ni)60..· <br />Plate C-18 <br />Albus-Keefe & Associates, Inc.6 of 6 <br />.