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1901 E Dyer Rd - Soils Report
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1901 E Dyer Rd - Soils Report
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Last modified
1/6/2026 1:06:16 PM
Creation date
6/23/2022 1:31:29 PM
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Template:
Soils Report
Full Address
1901 E Dyer Rd
Street Number
1901
Street Direction
E
Street Name
Dyer
Street Suffix
Rd
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Depth Interval (ft)Soil layer <br />thickness (ft) <br />Fines <br /><#200 FS <br />Sieve (%) <br />IY Percent <br />(Z) <br />g¥ <br />Top Bottom <br />45.77 45.93 0.16 46 11.0 12.1 <br />45.93 46.10 0.16 48 11.4 12.5 <br />46.10 46.26 0.16 55 12.2 13.4 <br />46.26 46.42 0.16 50 13.9 15.3 <br />46.42 46.59 0.16 54 13.0 14.3 <br />46.59 46.75 0.16 52 12.7 14.0 <br />46.75 46.92 0.16 55 11.6 12.8 <br />46.92 47.08 0.16 59 11.4 12.5 <br />47.08 47.24 0.16 52 12.2 13.4 <br />47.24 47.41 0.16 54 11.5 12.7 <br />47.41 47.57 0.16 60 10.4 11.4 <br />47.57 47.74 0.16 60 10.2 11.2 <br />47.74 47.90 0.16 62 10.2 11.1 <br />47.90 48.06 0.16 61 10.9 12.C <br />48.06 48.23 0.16 61 11.6 12.E <br />48.23 48.39 0.16 57 13.3 14.€ <br />48.39 48.56 0.16 53 14.1 15.5 <br />48.56 48.72 0.16 66 11.4 12.5 <br />48.72 48.88 0.16 68 10.0 11.C <br />48.88 49.05 0.16 58 10.4 11.4 <br />49.05 49.21 0.16 58 10.4 11.4 <br />49.21 49.38 0.16 61 9.9 10.5 <br />49.38 49.54 0.16 60 9.8 10.E <br />49.54 49.70 0.16 61 9.7 10.1 <br />49.70 49.87 0.16 65 9.4 10.3 <br />49.87 50.03 0.16 44 9.6 10.6 <br />TS <br />CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) <br />(3)Ev <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 />O.00 0.52 NA NA NA 0 <br />.- ms 0.00 0.52 NA NA NA 0 <br />4. G!&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 />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 />·. G[B 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 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 0.50 NA NA NA 0 <br />O.00 0.50 NA NA NA 0 <br />O.00 0.50 NA NA NA 0 <br />50.03 50.20 0.16 40 10.3 11.3 0.00 0.50 NA NA NA 0 <br />Notes:0.0 0.1 0.1 <br />(1) Effective ER=55% normalized standard penetration resistance for clean sands, (N ,)60,71.1 (Sced, 19941 <br />(2) Volumetric strain (Ishihara and Yoshimine, 1992) using (Ni) 55-cs. <br />(3) Volumetric strain (Tokimatsu and Seed, 1987) using (N,)66·cs.Average Liquefaction Settlement Cir* 0.1 <br />(4) Volumeteric strain (Seed et al., 2003) using (N,)00.,· <br />Plate C-23 <br />Albus-Keefe & Associates, Inc.6 of 6
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