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Depth Interval (ft)Soil layer <br />thickness (ft) <br />Fines <br /><#200 FS <br />Sieve (%) <br />Top Bottom <br />45.77 45.93 0.16 55 10.4 11.4 <br />45.93 46.10 0.16 54 9.9 10.9 <br />46.10 46.26 0.16 49 9.8 10.8 <br />46.26 46.42 0.16 51 9.9 10.9 <br />46.42 46.59 0.16 57 10.3 11.3 <br />46.59 46.75 0.16 49 12.3 13.5 <br />46.75 46.92 0.16 47 14.2 15.6 <br />46.92 47.08 0.16 45 16.4 18.0 <br />47.08 47.24 0.16 52 15.2 16.7 <br />47.24 47.41 0.16 53 15.0 16.5 <br />47.41 47.57 0.16 40 16.5 18.2 <br />47.57 47.74 0.16 41 14.0 15.4 <br />47.74 47.90 0.16 51 11.0 12.1 <br />47.90 48.06 0.16 61 9.4 10.3 <br />48.06 48.23 0.16 75 8.7 9.6 <br />48.23 48.39 0.16 55 11.5 12.7 <br />48.39 48.56 0.16 17 25.3 27.E <br />48.56 48.72 0.16 18 28.3 31.1 <br />48.72 48.88 0.16 24 25.1 27.6 <br />48.88 49.05 0.16 40 19.2 21.1 <br />49.05 49.21 0.16 53 13.8 15.2 <br />49.21 49.38 0.16 62 11.2 12.3 <br />49.38 49.54 0.16 62 10.5 11.6 <br />49.54 49.70 0.16 59 10.5 11.E <br />49.70 49.87 0.16 54 10.8 11.9 <br />49.87 50.03 0.16 39 10.6 11.7 <br />TS <br />IY Percent <br />CSR•Percent IY 6 (in.) TS 6 (in.) Aveo (in.) <br />4 0 <br />g. <br />0.00 0.52 NA NA NA 0 <br />0.00 O.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 O <br />0.00 0.52 NA NA NA 0 <br />0.00 0.52 NA NA NA 0 <br />, 2- [ila 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 />0.7 1.17 0.52 1.44 0.02 0.03 0.03 <br />1.0 0.40 0.52 1.35 0.01 0.03 0.02 <br />1.1 0.40 0.52 1.45 0.01 0.03 0.02 <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 0.50 NA NA NA 0 <br />I [ZE 0.00 0.50 NA NA NA 0 <br />O.00 0.50 NA NA NA 0 <br />50.03 50.20 0.16 41 10.3 11.3 0.00 0.50 NA NA NA 0 <br />Notes:0.5 0.4 <br />(1) Effective ER=55% normalized standard penetration resistance for clean sands, (N,)60,71.1 (Sced, 1994). <br />(2) Volumetric strain (Ishihara and Yoshimine, 1992) using (N i)53-c,· <br />(3) Volumetric strain (Tokimatsu and Seed, 1987) using (N i )60-Average Liquefaction Settlement (in): 0.4 <br />(4) Volumeteric strain (Sced et al., 2003) using (N ,)60,1 <br />Plate C-24 <br />Albus-Keefe & Associates, Inc.6 of 6