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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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Soils Report
Full Address
1901 E Dyer Rd
Street Number
1901
Street Direction
E
Street Name
Dyer
Street Suffix
Rd
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Client:Alliance Residential UQUEFACnON <br />Job. No.:2530.00 BASED ON CPT DATA <br />CPT No.: 9 Location: 2001 E. Dyer Rd., SA <br />Moment Magnitude: 6.61 M MSF:|1.45 Soil Prof le <br />Ground Surface Elevation: ft rhicknei Unit Wt.Bottom (Sv )b" <br />Exist. Groundwater Depth : 8 ft Layer (ft) (pcf)Depth(ft)(tsf) <br />High Groundwater Depth : 8 ft <br />Peak Ground Acceleration:0.568 g 1 60 120 60 3.600 <br />CPT Data: 2 60 3.600 <br />CPT Type: -(CPTU) 3 60 3.600 <br />Diameter: -mm (35.7) 4 60 3.600 <br />Area: -crrd (10) 5 60 3.600 <br />Area Ratio:|0.85 |(0.85) 6 60 3.600 <br />Pen. Rate: -cm/sec (2) 7 60 3.600 <br />Position Piezoelem.:behind tip (behind tip)8 2***999 ="3' .3..,6 :.:6:":5'".4 <br />r <br />(Use no more than 8 soil layers) <br />Basic Dataa Standard Plot Data Soil Classification Uquefaction, dnalysis <br />Corrected <br />Kehoe Testing CPT Data CSR K,q UN for Fines CRR, s'MSF <br />Estimated (q,M)a <br />Factor of Uquefactlon <br />Safety Susceptibility <br />Men Tlp Side Dyn. Pore Corr. Tlp Friction SBT Index SBT Fines Cyclic Soil Adjusted <br />Depth Resist., 9 Friction, f,Pressure Depth Resist, q,Ratio Ic aassification Content Stress aassif.Cyclic Resist.CRR/CSR FS for Design <br />(rn)(tsO (tsfl (psi) (ft) (tsf)Rf (%) # (%) Ratio Factor Ratio 1.3 <br />0.05 141.80 0.00 0.96 0.16 141.81 0.00 1.67 Sands: clean to slity 5.54 0.38 1.02 214.44 218.00 1.00 NA NA Above High GWL <br />0.1 140.10 5.59 0.53 0.33 140.11 3.99 2.15 Sand Mixtures: sitty sand to sandy silt 17.38 0.38 1.55 211.87 329.23 1.00 NA NA Above High GWL <br />0.15 409.80 4.68 0.65 049 409.81 1.14 1.45 Sands: clean to sitty 2.11 0.38 1.00 619.74 619.74 1.00 NA NA Above High GWL <br />0.2 367.50 4.69 0.35 066 367.50 1.28 1.51 Sands: clear to silty 3.00 0.38 1.00 555.77 555.77 1.00 NA NA Above High GWL <br />0.25 245.30 5.48 0.20 0.82 245.30 2.23 1.81 Sands: clean to sitty 8.32 0.38 1.11 370.96 413.06 1.00 NA NA Above High GWL <br />0.3 166.20 5.50 0.07 0 98 166.20 3.31 2.04 Sands: clean to silty 14.12 0.38 1.36 251.34 341.71 1.00 NA NA Above High GWL <br />0.35 98.60 5.27 0.36 11S 98.60 5.34 2.34 Sand Mixtures: silty sand to sandly silt 24.04 0.38 2.08 149.11 310.82 1.00 NA NA Above High GWL <br />0.4 77.40 4.28 0.15 1.31 77.40 5.53 2.41 Sand Mixtures: silty sand to sandy silt 26.91 0.38 2.36 117.05 276.55 1.00 NA NA Above High GWL <br />0.45 59.80 3.55 0.47 1.48 59.81 5.94 2.50 Sand Mixtures: silty sand to sandy jilt 30.84 0.38 2.79 90.43 25200 1.00 NA NA Above High GWL <br />0.5 50.80 2.66 -1.32 1.64 50.79 5.24 2.50 Sand Mixtures: silty sand to sandy silt 30.90 0.38 2.79 76.82 214.53 100 NA NA Above High GWL <br />0.55 45.70 2.27 -1.69 1.80 45.68 4.97 2.52 Sand Mixtures: silty sand to sandy sitt 31.44 0.38 2.85 69.11 197.27 1.00 NA NA Above High GWL <br />0.6 44.30 2.18 -0.06 1.97 44.30 4.92 2.52 Sandi Mixtures: silty sand to sandy silt 31.70 0.38 2.88 66 99 193.26 1.00 NA NA Above High GWL <br />0.65 43.40 2.21 0.37 2.13 43.40 509 2.54 Sand Mixtures: silty sand to sandy silt 32.49 0.38 2.98 65 63 195.40 1.00 NA NA Above High GWL <br />0.7 42.50 2.16 0.37 2.30 42.50 5.08 2.55 Sand Mixtures· silly sand to sandy silt 32.74 0.38 301 64.27 193.25 1.00 NA NA Above High GWL <br />0.75 39.80 2.04 0.22 246 39.80 5.13 2.57 Sandi Mixtures: silty sand to sandy silt 33.75 0 38 313 60.19 188.32 1.00 NA NA Above High GWL <br />0.8 36.90 1.92 0.29 2.62 36.90 5.20 2.59 Sand Mixtures. s,Ity sand to sandy silt 35.04 0.38 3.29 55.80 183.44 1.00 NA NA Above High GWL <br />0.85 35.90 1.85 0.21 2.79 35.90 5.15 2.60 Sand Mixtures: s,Ity sand to sandy silt 35.28 0.38 3.32 54.29 180.10 1.00 NA NA Above High GWL <br />0.9 37.10 1.88 0.02 2.95 37.10 5.07 2.58 Sand Mixtures: silty sand to sandy silt 34.S6 0.38 323 56.11 181.07 1.00 NA NA Above High GWL <br />0.95 38.70 1.95 0.00 3.12 38.70 5.04 2.57 Sand Mixtures: silty sand to sandy $ilt 33.89 0.38 3.15 58.53 184.07 1.00 NA NA Above High GWL <br />1 40.60 1.99 -0.02 3.28 40 60 4.90 2.55 Sand Mixtures: silty sand to sandy silt 32.82 0.38 3.02 61.40 185.19 1.00 NA NA Above High GWL <br />1.05 42.10 2.07 -0.11 3.44 42.10 4.92 2.54 Sand Mixtures: silty sand to sandy silt 32.38 0.38 2.96 63.67 188.77 1.00 NA NA Above High GWL <br />1.1 42.60 2.12 -0.13 3.61 42.60 4.98 2.54 Sandi Mixtures: silty sand to sandy silt 32.41 0.38 2.97 64.42 191.24 100 NA NA Above High GWL <br />1.15 44.80 2.26 -0.66 3.77 44.79 5.04 2.53 Sand Mixtures: silty sand to sandy silt 31.96 0.38 2.92 67.75 197.54 100 NA NA Above High GWL <br />1.2 48.70 2.39 -0.61 3.94 48.69 4.91 2.50 Sand Mixtures: silly sand to sandy silt 30.49 0.38 2.75 73.65 202.30 100 NA NA Above High GWL <br />1.25 52.20 2.58 -0.38 4.10 52.20 4.94 2.48 Sand Mixtures: silty sand to sandy silt 29.74 0.38 2.66 78.94 210.26 1.00 NA NA Above High GWL <br />Plate C-9 <br />ALBUS-KEEFE & ASSOCIATES, INC.1 of 7
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