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Client:Alliance Residential UQUEFACTION <br />Job. No.:2530.00 BASED ON CPT DATA <br />CPT No.: 4 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)hot. <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: -cm2 (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 ***999 E.N&:':J:W <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 Side Dyn. Pore Corr. Tlp Friction SBT Index SBT Fines Cyclic Soil <br />Depth 6 Friction, 4 Pressure Depth Resist., q,Ratio Ic Ciassification Content Stress Classlf. <br />(rn)(t5O (psi) (ft) (tsf)Rf (%) (%)Ratio Factor <br />0.05 0.00 0.00 0.16 8.10 0.00 2.68 Silt Mixtures: clayey silt to sitty clay 39.20 0.38 Clayey <br />0.1 0.02 0.00 0.33 26.70 0.07 1.87 Sands: clean to sitty 9.60 0.38 1.00 <br />I 0.15 0.03 0.00 0.49 34.10 0.09 1.77 Sands: clean to silty 7.40 0.38 1.00 <br />0.2 0.12 1.68 0 66 38.92 0.31 1.84 Sands: clean to silty 9.05 0.38 1.00 <br />0.25 0.46 1.26 0.82 66.91 0.69 1.81 Sands: clear to silly 8.27 0.38 1.11 <br />0.3 )1.15 1.00 0.98 106.41 1.08 1.78 Sands: clean to silly 7.70 0.38 1.09 <br />0.35 1.41 1.10 1.15 84.91 1.66 1.98 Sands: clear to silty 12.47 0.38 1.28 <br />0.4 1.74 1.38 1.31 64.01 2.72 2.22 Sand Mixtures: S,Ity land to sandy silt 19.77 0.38 1.72 <br />0.45 ,1.81 1.41 1.48 52.82 3.43 2.35 Sand Mixtures: silty sand to sandy,ilt 24.57 0.38 2.13 <br />0.5 1.83 1.51 1.64 36.02 5.08 2.59 Sand Mixtures: silty sand to sandy silt 35.00 0.38 3.28 <br />0.55 1.69 1.61 1.80 26.62 6.35 2.75 Silt Mixtures: clayey silt to lilty clay 43.34 0.38 aayey <br />0.6 1.42 1.10 1.97 22.31 6.37 2.81 Silt Mixtures: clayey silt to,ilty clay 46.38 0.38 aayey <br />0.65 1.25 0.98 2.13 21.91 5.71 2.78 Silt Mixtures: clayey silt to silly clay 44.75 0.38 aayey <br />0.7 1.31 -0.48 2.30 22.49 5.82 2.78 Silt Mixtures: clayey slit to stir, clay 44.64 0.38 aayey <br />0.75 1.39 -1.20 2.46 21.19 6.56 2.83 Silt Mixtures: clayey silt to silty clay 47.84 0.38 aayey <br />0.8 1.23 -1.41 2.62 19.08 6.44 2.86 Silt Mixtures: clayey silt to silty clay 49.42 0.38 aayey <br />0.85 1.01 -2.04 2.79 16.48 6.12 2.89 Silt Mixtures: clayey silt to silty clay 51.27 0.38 aayey <br />0.9 0.91 -3.56 2.95 15.76 5.76 2.88 Silt Mixtures: clayey silt to silly clay 51.00 0.38 a.yey <br />0.95 1.02 -3.71 3.12 17.26 5.90 2.86 Silt Mixtures: clayey silt to Silty clay 49.68 0.38 aayey <br />1 1.23 -3.51 3.28 22.26 5.52 2.76 Silt Mixtures: clayey silt to silty clay 43.90 0.38 aayey <br />1.05 1.43 -2.84 3.44 26.27 5.44 2.71 Silt Mixture: clayey sm to silty clay 40.90 0.38 a.yey <br />1.1 1.48 -2.05 361 29.88 4.95 2.64 Silt Mixtures· clayey silt to silly clay 37.36 0.38 aayey <br />1.15 1.51 -1.98 3.77 33.28 433 2.58 Sand Mixturei: silty sand to sandy silt 34.40 0.38 3.21 <br />1.2 1.56 -1.75 3.94 31.48 4.95 2.62 Silt Mixtures: clayey silt to sitty clay 36.59 0.38 aayey <br />1.25 1.60 -1.66 4.10 31.28 5.11 2.64 Silt Mixtures: clayey silt to sitty't 37.20 0.38 aavey <br />ALBUS-KEEFE & ASSOCIATES, INC. <br />Resist., c <br />(150 <br />8.10 <br />26.70 <br />34.10 <br />38.90 <br />66.90 <br />106.4( <br />84.90 <br />64.00 <br />52.80 <br />36.00 <br />26.60 <br />22.30 <br />21.90 <br />22.50 <br />21.20 <br />19.10 <br />16.50 <br />15.80 <br />17.30 <br />22.30 <br />26.30 <br />29.90 <br />33.30 <br />31.50 <br />31.30 <br />Uquefactlon Malysis <br />Corrected <br />Factor of Uquefaction <br /> ciN for Fines CRR,.SIMSF <br />Safety Susceptibility(9,1,1),1 <br />Adjusted <br />Cyclic Resist.CRR/CSR FS for Design <br />Ratio 1.3 <br />12.25 Clayey Clayey NA NA Above High GWL <br />40.38 40.38 0.12 NA NA Above High GWL <br />51.57 51.57 0.13 NA NA Above High GWL <br />58.83 58.83 0.14 NA NA Above High GWL <br />101.17 112.47 0.31 NA NA Above High GWL <br />160.91 175.78 100 NA NA Above High GWL <br />128.39 164.01 1.00 NA NA Above High GWL <br />96 79 166.94 1.00 NA NA Above High GWL <br />79.85 170.37 100 NA NA Above High GWL <br />S4.44 178.67 1.00 NA NA Above High GWL <br />4023 aayey aayey NA NA Above High GWL <br />33.72 aayey aayey NA NA Above High GWL <br />33.12 aayey aayey NA NA Above High GWL <br />34.03 aayey aayey NA NA Above High GWL <br />32.06 aayey a.yey NA NA Above High GWL <br />28.88 aayey aayey NA NA Above High GWL <br />24.95 Clayey aayey NA NA Above High GWL <br />23.89 aayey aayey NA NA Above High GWL <br />26.16 aayey aa yey NA NA Above High GWL <br />33.72 aayey aayey NA NA Above High GWL <br />39.77 aayey aayey NA NA Above High GWL <br />45.22 aayey aayey NA NA Above High GWL <br />50.36 161.57 1.00 NA NA Above High GWL <br />47.64 aayey aayey NA NA Above High GWL <br />47.33 aayey Clayey NA NA Above High GWL <br />te C-4 <br />1 of 7