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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 />EV <br />TS <br />CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) <br />(3) <br />E. <br />Top Bottom <br />45.77 45.93 0.16 42 13.4 14.7 <br />45.93 46.10 0.16 44 13.8 15.2 <br />46.10 46.26 0.16 45 14.5 16.0 <br />46.26 46.42 0.16 44 15.9 17.5 <br />46.42 46.59 0.16 46 16.0 17.6 <br />46.59 46.75 0.16 49 15.7 17.3 <br />46.75 46.92 0.16 43 16.3 17.9 <br />46.92 47.08 0.16 43 16.0 17.6 <br />47.08 47.24 0.16 48 16.0 17.6 <br />47.24 47.41 0.16 45 19.0 20.9 <br />47.41 47.57 0.16 40 23.2 25.5 <br />47.57 47.74 0.16 47 20.7 22.8 <br />47.74 47.90 0.16 50 19.6 21.6 <br />47.90 48.06 0.16 45 21.6 23.8 <br />48.06 48.23 0.16 42 23.2 25.5 <br />48.23 48.39 0.16 39 24.7 27.2 <br />48.39 48.56 0.16 39 23.2 25.5 <br />48.56 48.72 0.16 40 21.0 23.1 <br />48.72 48.88 0.16 30 22.8 25.1 <br />48.88 49.05 0.16 37 23.1 25.4 <br />49.05 49.21 0.16 37 20.8 22.9 <br />49.21 49.38 0.16 20 23.7 26.1 <br />m 0.00 0.52 NA NA NA 0 <br />m 0.00 0.52 NA NA NA 0 <br />m 0.00 0.52 NA NA NA 0 <br />[m 0.00 0.52 NA NA NA 0 <br />m 0.00 0.52 NA NA NA 0 <br />- IXLAJ 0.00 0.52 NA NA NA 0 <br />G[B 0.00 0.52 NA NA NA 0 <br />G[B 0.00 0.52 NA NA NA 0 <br />0.00 0.52 NA NA NA 0 <br />m 0.00 0.52 NA NA NA 0 <br />[m 0.00 0.52 NA NA NA 0 <br />[m 0.00 0.52 NA NA NA 0 <br />(m 0.00 0.52 NA NA NA 0 <br />[m 0.00 0.52 NA NA NA 0 <br />[m 0.00 0.52 NA NA NA O <br />Im 0.00 0.52 NA NA NA O <br />[ZA 0.00 0.52 NA NA NA 0 <br />0.00 0.52 NA NA NA 0 <br />m 0.00 0.52 NA NA NA 0 <br />G!]B O.00 0.52 NA NA NA 0 <br />, QB · O.00 0.52 NA NA NA 0 <br />0.7 1.34 0.52 1.50 0.03 0.03 0.03 <br />49.38 49.54 0.16 27 18.5 20.4 0.6 2.17 0.52 1.74 0.04 0.03 0.04 <br />49.54 49.70 0.16 49 12.8 14.1 - 'GE 0.00 0.50 NA NA NA 0 <br />49.70 49.87 0.16 66 10.0 11.0 0.00 0.50 NA NA NA 0 <br />49.87 50.03 0.16 69 9.2 10.1 0.00 0.50 NA NA NA 0 <br />50.03 50.20 0.16 67 9.1 10.0 0.00 0.50 NA NA NA 0 <br />Notes:0.5 0.6 0.5 <br />(1) Effective ER=55% normalized standard penetration resistance for clean sands, (14,)6021.1 (Seed, 1994). <br />(2) Volumetric strain (Ishihara and Yoshimine, 1992) using (N,)550· <br />(3) Volumetric strain (Tokimatsu and Seed, 1987) using (N I)60·.·Average Liquefaction Settlement (in): 0.5 <br />(4) Volumetcric strain (Seed et al., 2003) using (N i )6(k,· <br />Plate C-19 <br />Albus-Keefe & Associates, inc.6 of 6 <br />.