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Client:Alliance Residential UQUEFACTION <br />Job. No.:2530.00 BASED ON CPT DATA <br />CPT No.: 5 Location: 2001 E. Dyer Rd., SA <br />Moment Magnitude: 6.61 M MSF:Il.45 Soil Prof le <br />Ground Surface Elevation: ft rhlcknes Unit Wt.Bottom (SV)"/ <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 />CPTType: - <br />Diameter: -mm <br />Area: -Cm' <br />Area Ratio:| 0.85 | <br />Pen. Rate: -cm/sec <br />Position Piezoelem.:behind tip <br />(CPTU) 3 60 3.600 <br />(35.7) 4 60 3.600 <br />(10) 5 60 3.600 <br />(0.85) 6 60 3.600 <br />(2) 7 60 3.600 <br />(behind tip)8 0§*m 999 ***$***t <br />(Use no more than 8 soil layers) <br />Basic Data Standard Plot Data Soil Classification <br />Kehoe Testing CPT Data CSR K, <br />Estimated <br />Meas. Tip gde Dvn. Pore Corr. Tip Friction SBT Index SBT Flies Cyclic Soil <br />Depth Resist, g Friction, f,Pressure Depth Resist, q,Ratio Ic aassification Content Stress aass,f. <br />(rn)(tsO (tsf)(psi) (ft) (tsf)Rf(%) 11 (%)Ratio Factor <br />0.05 11.20 0.00 0.28 0.16 11.20 0.00 2.55 Sand Mixtures: silty sand to sandy silt 33.05 0.38 3.04 <br />0.1 108.70 3.75 0.34 0.33 108.70 3.45 2.16 Sand Mixtum: silty sand to sandy silt 17.66 0.38 1.57 <br />0.15 240.10 3.88 0.16 0.49 240.10 1.62 1.69 Sands: clean to silly 6.00 0.38 1.03 <br />0.2 273.30 4.00 0.11 0.66 273.30 1.46 1.63 Sands: clean to silry 4.82 0.38 1.00 <br />0.25 279.90 4.25 0.07 0.82 279.90 1.52 1.64 Sands: clean to silty 4.96 0.38 1.00 <br />0.3 315.70 4.45 0.10 0.98 315.70 1.41 1.58 Sands: clean to silty 4.06 0.38 1.00 <br />0.35 252.60 4.49 2.91 1.15 252.63 1.78 1.72 Sands: clean to silly 6.45 0.38 1.05 <br />0.4 197.10 4.51 126.27 1.31 198.46 229 1.87 Sands: clean to silty 9.62 0.38 1.16 <br />| 0.45 125.60 4.57 136.57 1.48 127.07 3.64 2.14 Sand Mixtures: sllty sand to sandy s,It 17.14 0.38 1.54 <br />10.5 86.50 4.67 31.03 1.64 86.84 5.40 2.38 Sand Mixtures: silty sand to sandy silt 25.44 0.38 2.22 <br />| 0.55 106.00 4.71 18.91 1.80 106.20 444 2 26 Sand MIxture,· silty sand to sandy silt 20.93 0 38 182 <br />0.6 114.70 4.78 12.81 1.97 114.84 4.17 2.21 Sandi Mixtures: silty sand to grdy silt 19.47 0.38 1.70 <br />0.65 225.20 3.26 13.07 2.13 225.34 1.45 167 Sands: clear to silty 5.55 0.38 102 <br />0.7 230.00 3.23 11.03 2.30 230.12 140 1.65 Sands: clean to silty 5.27 0.38 1.01 <br />0.75 147.70 3.20 6.85 2.46 147.77 2.17 1.92 Sands: clean to silty 10.83 0.38 1.21 <br />0.8 82.40 3.15 5.17 2.62 82.46 3.82 2.27 Sand Mixtures: silly sand to sandy silt 21.33 0.38 1.85 <br />0.85 50.80 2.78 4.27 2.79 50.85 5.47 2.S2 Sand Mixtures: silty sand to sandy silt 31.59 0.38 2.87 <br />0.9 33.60 2.42 5.50 2.95 33.66 7.20 2.73 5,It Mixtures: clayey silt to Iilty clay 41.91 0.38 aayey <br />0.95 32.10 2.17 7.08 3.12 32.18 6.76 2.72 S,It Mixtures: clayey silt to silty clay 41.49 0.38 aayey <br />1 31.40 2.06 7.13 3.28 3148 6.S6 2.72 Silt Mixtures: clayey silt to s,Ity clay 41.31 0.38 aayey <br />1.05 28.50 2.14 6.83 3.44 28.57 7.51 2.79 Silt Mixtures: clayey silt to silty clay 4S.31 0 38 Clayey <br />1.1 27.70 2.12 7.07 3.61 27.78 7.65 2.80 SIt Mixtures: clayey silt to silly clay 46.15 0.38 Clayey <br />1.15 27.10 2.09 6.84 3.77 27.17 7.71 281 Silt Mixtures: clayey silt to silty clay 46.67 0.38 a/yey <br />1.2 27.20 2.09 6.75 3.94 27.27 7.68 2.81 SIt Mixtures: clayey silt to silty clay 46.54 0.38 aayey <br />1.25 27.20 2.11 6.43 4.10 27.27 7.76 281 Silt Mixtures: clayey litt to silty clay 46.73 0.38 aayey <br />ALBUS-KEEFE & ASSOCIATES, INC. <br />Uquefaction Analysis <br />Corrected <br />Factor of Uquefaction <br />q a„for Fines CRR,.5*MSF <br />Safety Susceptibility <br />(q,1,1)a <br />Adjusted <br />Cyclic Resist.CRR/CSR FS for Design <br />Ratio 1.3 <br />16.94 51.55 0.13 NA NA Above High GWL <br />164.39 258.57 1.00 NA NA Above High GWL <br />363.10 375.30 1.00 NA NA Above High GWL <br />413.31 413.31 1.00 NA NA Above High GWL <br />423.29 423.29 1.00 NA NA Above High GWL <br />477.43 477.43 1.00 NA NA Above High GWL <br />382.00 400.92 1.00 NA NA Above High GWL <br />298 07 345.61 1.00 NA NA Above High GWL <br />189.94 292.13 1.00 NA NA Above High GWL <br />130.81 289.98 1.00 NA NA Above High GWL <br />160.30 291.08 1.00 NA NA Above High GWL <br />173.46 295.17 1.00 NA NA Above High GWL <br />340.57 346.30 1.00 NA NA Above High GWL <br />347.83 349.78 1.00 NA NA Above High GWL <br />223.36 269.42 1.00 NA NA Above High GWL <br />124.61 230.30 1.00 NA NA Above High GWL <br />76.82 220.64 1.00 NA NA Above High GWL <br />50.81 aayey aiyey NA NA Above High GWL <br />48.54 aayey aayey NA NA Above High GWL <br />47.49 aayey a.yey NA NA Above High GWL <br />43.10 aayey aayey NA NA Above High GWL <br />41.89 aayey aayey NA NA Above High GWL : <br />40 98 aayey aayey NA NA Above High GWL <br />41.13 aayey aayey NA NA Above High GWL <br />41.13 aayey aayey NA NA Above High GWL <br />Plate C-5 <br />1 of 7