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Depth Interval (ft)Soil layer <br />thickness (ft) <br />Fines <br /><#200 (N,),0- (N,)3,2" FS <br />IY Percent <br />g.(2) <br />TS <br />CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) <br />(3) <br />aleve (701 <br />TOP Bottom <br />45.77 45.93 0.16 15 39.6 43.6 m 0.00 0.52 NA NA NA 0 <br />45.93 46.10 0.16 13 39.9 43.9 m 0.00 0.52 NA NA NA 0 <br />46.10 46.26 0.16 18 34.7 38.2 0.00 0.52 NA NA NA 0 <br />46.26 46.42 0.16 17 33.9 37.3 0.00 0.52 NA NA NA 0 <br />46.42 46.59 0.16 14 33.9 37.3 0.00 0.52 NA NA NA 0 <br />46.59 46.75 0.16 12 35.3 38.8 0.00 0.52 NA NA NA 0 <br />46.75 46.92 0.16 13 34.0 37.4 1.2 0.16 0.52 1.21 0.00 0.02 0.( <br />46.92 47.08 0.16 15 30.8 33.9 1.1 0.23 0.52 1.28 0.00 0.03 0.( <br />47.08 47.24 0.16 19 25.8 28.4 0.9 0.70 0.52 1.42 0.01 0.03 0.( <br />47.24 47.41 0.16 30 18.6 20.5 0.8 1.79 0.52 1.73 0.04 0.03 0.( <br />47.41 47.57 0.16 53 12.9 14.2 0 RE 0.00 0.52 NA NA NA 0 <br />47.57 47.74 0.16 62 10.6 11.7 m · 0.00 0.52 NA NA NA 0 <br />47.74 47.90 0.16 66 9.6 10.6 ' ,- (ZE 0.00 0.52 NA NA NA 0 <br />47.90 48.06 0.16 65 9.1 10.0 - ' 2 0.00 0.52 NA NA NA 0 <br />48.06 48.23 0.16 64 9.1 10.0 . (33 0.00 0.52 NA NA NA 0 <br />48.23 48.39 0.16 62 9.3 10.2 1 03 0.00 0.52 NA NA NA 0 <br />48.39 48.56 0.16 62 9.4 10.3 (m 0.00 0.52 NA NA NA 0 <br />48.56 48.72 0.16 57 10.0 11.0 0.00 0.52 NA NA NA 0 <br />48.72 48.88 0.16 67 10.2 11.2 2 0.00 0.52 NA NA NA 0 <br />48.88 49.05 0.16 38 22.9 25.2 ·' 05 0.00 0.52 NA NA NA 0 <br />49.05 49.21 0.16 19 38.4 42.2 0.00 0.52 NA NA NA 0 <br />49.21 49.38 0.16 31 30.2 33.2 - - 93 0.00 0.52 NA NA NA 0 <br />49.38 49.54 0.16 42 22.3 24.5 ' RE 0.00 0.52 NA NA NA 0 <br />49.54 49.70 0.16 58 14.6 16.1 0.00 0.50 NA NA NA 0 <br />49.70 49.87 0.16 52 13.6 15.0 RE 0.00 0.50 NA NA NA 0 <br />49.87 50.03 0.16 54 13.4 14.7 A 0.00 0.50 NA NA NA 0 <br />50.03 50.20 0.16 47 15.4 16.9 0.00 0.50 NA NA NA 0 <br />Notes: 0.6 0.9 0.8 <br />(1) Effective ER=55% normalized standard penetration resistance for clean sands, (N ,)60-cs' 1·| (Seed, 1994). <br />(2) Volumetric strain (Ishiharn and Yoshimine, 1992) using (N 153-cs· <br />(3) Volumetric strain (Tokimatsu and Seed, 1987) using (Ni )60·c,·Average Liquefaction Settlement (in):0.8 <br />(4) Volumeteric strnin (Sced et al., 2003) using (N,)60-s· <br />Plate C-17 <br />Albus-Keefe & Associates, inc.6 of 6