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Depth Interval (ft)Soil layer <br />thickness (ft) <br />Fines <br /><#200 (Ni).0 (N,)2" FS <br />Sieve (%) <br />IY Percent <br />a,Ev <br />TS <br />CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) <br />(3) <br />GV <br />TOP Bottom <br />45.77 45.93 0.16 8 59.3 65.2 <br />45.93 46.10 0.16 8 56.8 62.5 <br />46.10 46.26 0.16 8 55.0 60.5 <br />46.26 46.42 0.16 8 53.8 59.2 <br />46.42 46.59 0.16 9 53.1 58.4 <br />46.59 46.75 0.16 9 50.5 55.6 <br />46.75 46.92 0.16 10 48.1 52.9 <br />46.92 47.08 0.16 11 46.6 51.3 <br />47.08 47.24 0.16 11 43.8 48.2 <br />47.24 47.41 0.16 13 39.9 43.9 <br />47.41 47.57 0.16 15 36.0 39.6 <br />47.57 47.74 0.16 17 34.3 37.7 <br />47.74 47.90 0.16 15 35.8 39.4 <br />47.90 48.06 0.16 8 36.4 40.C <br />48.06 48.23 0.16 7 37.3 41.C <br />48.23 48.39 0.16 12 30.2 33.2 <br />48.39 48.56 0.16 22 23.7 26.1 <br />48.56 48.72 0.16 37 19.6 21.6 <br />48.72 48.88 0.16 54 13.5 14.5 <br />48.88 49.05 0.16 63 10.9 12.C <br />49.05 49.21 0.16 63 9.7 10.7 <br />49.21 49.38 0.16 66 9.2 10.1 <br />49.38 49.54 0.16 64 9.1 10.C <br />49.54 49.70 0.16 65 9.0 9.9 <br />49.70 49.87 0.16 65 8.8 9.7 <br />49.87 50.03 0.16 66 8.7 9.6 <br />0.00 0.52 NA NA NA 0 <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 />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 />1.2 Error?0.52 1.16 Error?0.02 0 <br />1.2 Error?0.52 1.14 Error?0.02 0 <br />0.9 0.39 0.52 1.29 0.01 0.03 0.02 <br />0.9 0.84 0.52 1.50 0.02 0.03 0.02 <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 0.50 NA NA NA 0 <br />0.00 0.50 NA NA NA 0 <br />0.00 0.50 NA NA NA 0 <br />50.03 50.20 0.16 66 8.7 9.6 0.00 0.50 NA NA NA 0 <br />Notes:0.1 0.2 0.1 <br />(1) Effective ER=55% normalized standard penetration resistance for clean sands, (Ni)60,s* 1.1 (Seed, 1994). <br />(2) Volumetric strnin (Ishihara and Yoshimine, 1992) using (N,)33,1- <br />(3) Volumetric strain (Tokimatsu and Seed, 1 987) using (141 J.cs.Average Liquefaction Settlement (in): <br />(4) Volumeteric strnin (Seed et al., 2003) using (N,)60,5- <br />0.1 I <br />Plate C-26 <br />Albus-Keefe & Associates, Inc.6 of 6 <br />.