1901 E Dyer Rd - Soils Report - Laserfiche WebLink

Home Browse Search

Depth Interval (ft)Soil layer thickness (ft) Fines <#200 (N,),0. (N,)3*c" FS IY Percent 6.(2) TS CSR*Percent IY 6 (in.) TS 6 (in.) AveS (in.) (3)bleve 1.70/ Top Bottom 36.42 36.58 0.16 7 28.7 31.6 0.8 0.69 0.56 1.33 0.01 0.03 0.02 36.58 36.75 0.16 8 28.7 31.6 0.8 0.69 0.54 1.33 0.01 0.03 0.02 36.75 36.91 0.16 8 28.2 31.0 0.8 0.73 0.54 1.35 0.01 0.03 0.02 36.91 37.07 0.16 8 27.7 30.5 0.8 0.77 0.54 1.36 0.02 0.03 0.02 37.07 37.24 0.16 9 27.7 30.5 0.8 0.77 0.54 1.36 0.02 0.03 0.02 37.24 37.40 0.16 9 28.1 30.9 0.8 0.74 0.54 1.35 0.01 0.03 0.02 37.40 37.57 0.16 7 30.1 33.1 0.9 0.40 0.54 1.30 0.01 0.03 0.02 37.57 37.73 0.16 6 33.6 37.0 1.0 0.20 0.54 1.21 0.00 0.02 0.01 37.73 37.89 0.16 4 36.2 39.8 1.2 0.13 0.54 1.16 0.00 0.02 0.01 37.89 38.06 0.16 4 39.6 43.6 NA 0.00 0.54 NA NA NA 0 38.06 38.22 0.16 3 42.3 46.5 NA 0.00 0.54 NA NA NA 0 38.22 38.39 0.16 4 44.9 49.4 NA 0.00 0.54 NA NA NA 0 38.39 38.55 0.16 4 46.1 50.7 NA 0.00 0.54 NA NA NA 0 38.55 38.71 0.16 4 44.1 48.5 NA 0.00 0.54 NA NA NA 0 38.71 38.88 0.16 7 39.0 42.9 NA 0.00 0.54 NA NA NA 0 38.88 39.04 0.16 10 36.9 40.6 NA 0.00 0.54 NA NA NA 0 39.04 39.21 0.16 13 35.0 38.5 NA 0.00 0.54 NA NA NA 0 39.21 39.37 0.16 12 36.5 40.2 NA 0.00 0.54 NA NA NA 0 39.37 39.53 0.16 7 38.8 42.7 NA 0.00 0.54 NA NA NA 0 39.53 39.70 0.16 3 47.9 52.7 NA 0.00 0.54 NA NA NA 0 39.70 39.86 0.16 2 55.4 60.9 NA 0.00 0.54 NA NA NA 0 39.86 40.03 0.16 1 60.4 66.4 NA 0.00 0:54 NA NA NA 0 40.03 40.19 0.16 2 60.9 67.0 NA 0.00 0.54 NA NA NA 0 40.19 40.35 0.16 2 58.0 63.8 NA 0.00 0.54 NA NA NA 0 40.35 40.52 0.16 3 56.6 62.3 NA 0.00 0.54 NA NA NA 0 40.52 40.68 0.16 2 57.2 62.9 NA 0.00 0.54 NA NA NA 0 40.68 40.85 0.16 2 59.9 65.9 NA 0.00 0.54 NA NA NA 0 40.85 41.01 0.16 1 62.3 68.5 NA 0.00 0.54 NA NA NA 0 41.01 41.17 0.16 1 64.4 70.8 NA 0.00 0.54 NA NA NA 0 41.17 41.34 0.16 2 65.9 72.5 NA 0.00 0.54 NA NA NA 0 41.34 41.50 0.16 1 65.4 71.9 NA 0.00 0.54 NA NA NA 0 41.50 41.67 0.16 1 59.6 65.6 NA 0.00 0.54 NA NA NA 0 41.67 41.83 0.16 0 55.1 60.6 NA 0.00 0.54 NA NA NA 0 41.83 41.99 0.16 0 50.9 56.0 NA 0.00 0.54 NA NA NA 0 41.99 42.16 0.16 1 50.4 55.4 NA 0.00 0.54 NA NA NA 0 42.16 42.32 0.16 0 53.8 59.2 NA 0.00 0.54 NA NA NA 0 42.32 42.49 0.16 0 61.8 68.0 NA 0.00 0.54 NA NA NA 0 42.49 42.65 0.16 1 63.3 69.6 NA 0.00 0.54 NA NA NA 0 42.65 42.81 0.16 0 67.8 74.6 NA 0.00 0.54 NA NA NA 0 42.81 42.98 0.16 0 68.5 75.4 NA 0.00 0.54 NA NA NA 0 42.98 43.14 0.16 0 66.7 73.4 NA 0.00 0.54 NA NA NA 0 43.14 43.31 0.16 0 67.1 73.8 NA 0.00 0.54 NA NA NA 0 43.31 43.47 0.16 0 69.5 76.5 NA 0.00 0.54 NA NA NA 0 43.47 43.64 0.16 0 90.1 99.1 NA 0.00 0.54 NA NA NA 0 43.64 43.80 0.16 0 91.8 101.0 NA 0.00 0.54 NA NA NA 0 43.80 43.96 0.16 0 92.6 101.9 NA 0.00 0.52 NA NA NA 0 43.96 44.13 0.16 0 77.1 84.8 NA 0.00 0.52 NA NA NA 0 44.13 0.00 -44.13 1 77.0 84.7 NA 0.00 0.52 0.00 NA NA 0 Notes:0.5 0.7 0.6 (1) Effective ER=55% normalized standard penetration resistance for clean sands, (Ni)6021.1 (Seed, 1994). (2) Volumetric strain (Ishihara and Yoshimine, 1992) using (N ,)53<sÂ· (3) Volumetric strain (Tokimatsu and Seed, 1987) using (Ni)*cs Average Liquefaction Settlement (in): 0.6 (4) Volumeteric strain (Seed et al., 2003) using (N,)600Â· Plate C-16 Albus-Keefe & Associates, Inc.5 of 5