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Client:Alliance Residential UQUEFACTION <br />Job. No.:2530.00 BASED ON CPT DATA <br />CPT No.: 1 Location: 2001 E. Dyer Rd., SA <br /> Moment Magnitude: 6.61 M MSF:|1.45 Soil Prof le <br />Ground Surface Elevation: ft Thicknes Unit Wt.Bottom (Sv )boL <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: -crnz (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 ******4- <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 Dvn. Pore Corr. Tip Friction SBT tndex S8T Fines Cyclic Soil <br />Depth Resist, q,Friction, f,Pressure Depth Resist., q,Ratio Ic aassification Content Stress aasslf. <br />(rn)(tsO (ts"(psi) (ft) (tsf)Rf (%) 11 (%) Ratio Factor <br />0.05 2.60 0.00 -0.10 0.16 2.60 0.00 3.12 aays 67.20 0.38 Clayey <br />0.1 3.90 0.02 -0.10 0.33 3.90 0.51 2.86 Silt Mixtures: clayey silt to silty clay 49.28 0.38 aayey <br />0.15 5.60 0.03 -0.20 0.49 5.60 0.54 2.71 Silt Mixtures: clayey silt to silly clay 41.22 0.38 aavey <br />0.2 8.10 0.09 0.35 0.66 8.10 1.11 2.70 Silt Mixtures: clayey silt to Silty Clay 40.36 0.38 aayey <br />0.25 27.80 0.42 0.74 0.82 27.81 1.51 2.32 Sand Mixtures: silly sand to sandy silt 23.16 0.38 2.00 <br />0.3 62.40 1.18 0.40 0.98 62.40 1.89 2.12 Sand Mixtures: silly sand to sandy silt 16.29 0.38 1.48 <br />0.35 60.10 1.72 0.38 1.15 60.10 2.86 2.26 Sand Mixtures: silty sand to sandy silt 20.99 0.38 1.82 <br />0.4 71.90 1.60 -0.37 1.31 71.90 2.23 2.12 Sand Mixtures: silty sand to sandy silt 16.56 0.38 1.50 <br />0.45 67.60 1.54 -1.37 1.48 67.59 2.28 2.15 Sand Mixtures: silty sand to sandy silt 17.37 0.38 1.SS <br />0.5 47.90 1.72 -1.45 1.64 4788 3.59 2.40 Sandi Mixtures: silty sand to sandy silt 26.30 0.38 2.30 <br />0.55 31.90 1.49 -2.41 1.80 31.87 4.67 2.60 Silt Mixtures: clayey silt to sitty clay 35.43 0.38 aayey <br />0.6 23.30 1.15 -2.66 1.97 2327 4.94 2.71 Silt Mixtures: clayey silt to illty clay 41.22 0.38 aayey <br />0.65 20.90 1.04 -2.71 2.13 20.87 4.98 2.75 Silt Mixtures: clayey silt to silty clay 43.21 0.38 aayey <br />0.7 22.50 1.02 -5.03 2.30 22.45 4.53 2.70 Silt Mixtures: clayey silt to silty clay 4043 0.38 aayey <br />0.75 23.70 1.02 -4.87 2.46 23.65 4.30 2.67 SIt Mixtures: clayey silt to silly clay 38.76 0.38 aavey <br />0.8 23.20 1.12 .4.88 2.62 23.15 4.83 2.71 Silt Mixtures· clayey silt to silly clay 40.9S 0.38 Clayey <br />0.85 22.20 1.12 -5.02 2.79 22.15 5.05 2.74 Silt Mixtures: clayey silt to silty clay 42.43 0.38 aayey <br />0.9 23.40 1.16 -5.02 2.95 23.35 4.96 2.72 Silt Mixtures: clayey silt to silly clay 41.26 0.38 aayey <br />0.95 24.20 1.19 -5.18 3.12 24.14 4.92 2.70 Silt Mixtures: clayey silt to silty clay 40 58 0.38 a.yey <br />1 23.80 1.21 -5.22 3.28 23.74 5.08 2.72 Silt Mixtures: clayey silt to silty clay 41.41 0.38 aayey <br />1.05 25.40 1.10 -5.12 3.44 25.34 4.33 2.65 Sit Mixtures: clayey silt to sllty clay 37.78 0.38 Clayey <br />1.1 25.30 1.22 -5.13 3.61 25.24 4.82 2.68 Silt Mixtures: clayey silt to silty clay 39.55 0.38 aayey <br />1.15 21.40 1.21 -5.22 3.77 21.34 5.6S 2.78 Silt Mixtures: clayey silt to silty clay 45.07 0.38 aayey <br />1.2 24.90 1.11 -5.06 3.94 24.85 4.46 2.66 Silt Mixtures: clayey silt to silly clay 38.57 0.38 aayey <br />1.25 26.10 1.02 -5.28 4.10 26.04 3.91 2.61 Silt Mixtures: clayey silt to silty clay 35.82 0.38 aayey <br />ALBUS-KEEFE & ASSOCIATES, INC. <br />Uquefaction Analysis <br />Corrected <br />Factor of Uquefaction <br />q UN for Fines CRR,#5*MSF <br />Safety Susceptibility <br />Adjusted <br />Cyclic Resist.CRR/CSR FS for Design <br />Ratio 1.3 <br />3.93 Clayey Clayey NA NA Above High GWL <br />5.90 a,yey aayey NA NA Above High GWL <br />8.47 Clayey aayey NA NA Above High GWL <br />12.25 aayey aayey NA NA Above High GWL <br />42.04 84.28 0.20 NA NA Above High GWL <br />94.37 140.06 0.49 NA NA Above High GWL <br />90.89 165.44 1.00 NA NA Above High GWL <br />108.73 163.20 1.00 NA NA Above High GWL <br />102.23 158.79 0.66 NA NA Above High GWL <br />72.44 166.69 1.00 NA NA Above High GWL <br />48.24 aayey aayey NA NA Above High GWL <br />35.24 aayey aayey NA NA Above High GWL <br />31.61 aayey aayey NA NA Above High GWL <br />34.03 aayey aayey NA NA Above High GWL <br />35.84 a.yey aavey NA NA Above High GWL <br />35.09 aayey aayey NA NA Above High GWL <br />33.57 Clayey aiyey NA NA Above High GWL <br />35.39 aayey a,yey NA NA Above High GWL <br />36.60 aayey aayey NA NA Above High GWL <br />35.99 a.yey aayey NA NA Above High GWL <br />38.41 aayey aayey NA NA Above High GWL <br />38.26 a,yey aayey NA NA Above High GWL <br />32.36 aayey aiyey NA NA Above High GWL <br />37.66 aayey aayey NA NA Above High GWL <br />39.47 aayey aayey NA NA *Above High GWL <br />Plate C-1 <br />1 of 7