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Client:Alliance Residential UQUEFACTION <br />Job. No.:2530.00 BASED ON CPT DATA <br />CPT No.:13A Location: 2001 E. Dyer Rd., SA <br />Moment Magnitude: 6.61 M MSF:Il.45 1 Soil Prof le <br />Ground Surface Elevation: ft Thicknes Unit Wt.Bottom (SV }bot <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 />(CPTU) 3 60 3.600 <br />- mm (35.7) 4 60 3.600 <br />Area: -cmi (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 8%***999 23****4 <br />(Use no more than 8 soil layers) <br />Basic Data@ Standard Plot Data Soil Classification <br />Kehoe Testing CPT Data CSR 4 <br />Estimated <br />Meas. Tip Side DYn. Pore Corr. Tip Friction S8T Index SBT Fines Cyclic Soil <br />Depth Resist., g Friction, 1,Pressure Depth Resist, q,Ratio Ic aassincation Content Stress aassit. <br />(m)(t50 (tsf)(psi) (ft) (tsf)Rf{%) 0 (%) Ratio Factor <br />0.05 9.60 0.00 0.04 0.16 9.60 0.00 2.61 Silt Mixtures: clayey silt to Illty clay 35.88 0.38 Clayey <br />0.1 151.50 1.36 0.13 0.33 151.50 0.90 1.62 Sands: clean to silly 4.61 0.38 1.00 <br />0.15 202.20 1.79 -0.06 0.49 202.20 0 89 1.53 Sands: clean to silty 3.23 0.38 1.00 <br />0.2 164.40 1.84 -0.06 0.66 164.40 1.12 1.66 Sands: clean to silty 5.44 0.38 1.01 <br />0.25 106.90 2.02 -0.06 0.82 106.90 1.89 1.96 Sands: clean to silly 11.82 0.38 1.25 <br />0.3 59.60 1.97 0.04 0.98 59.60 3.31 2.31 Sandi Mixtures: silty sand to sandy silt 22.78 0.38 1.97 <br />0.35 36.90 1.93 0.04 1.15 36.90 5.23 2.59 Sandi Mixtures: silty sand to sandy silt 35.08 0.38 3.29 <br />0.4 28.50 1.77 0.00 1.31 28,50 6.21 2.73 Silt Mixtures: ct@yey silt to silty clay 41.81 0.38 a.yey <br />0.45 26.70 1.49 -0.06 1.48 26.70 S.S8 2.71 Silt Mixtures· clayey stlt to silty clay 41.02 0.38 aayey <br />0.5 25.30 1.42 -0.27 1.64 25.30 5.61 2.73 SIt Mixtures: clayey silt to silty clay 42.00 0.38 aayey <br />0.55 23.90 1.38 -0.24 1.80 23.90 5.77 2.75 Silt Mixtures: clayey silt to silty clay 43.44 0.38 aayey <br />0.6 25.50 1.27 -0.24 1.97 25.SO 4.98 2.69 Silt Mixtures: clayey silt to silty Clay 39.89 0.38 aayey <br />0.65 23.20 1.01 -0.31 213 23.20 4.35 2.68 Silt Mixtures: clayey slit to slity clay 39.27 0.38 a.yey <br />0.7 20.50 0.85 -0.28 2.30 20.SO 4.15 2.70 Silt Mixtures: clayey jilt to silty clay 40.58 0.38 aayey <br />0.75 21.10 0.86 -0.15 2.46 21.10 4.08 2.69 Silt Mixtures: clayey silt to silty clay 39.83 0.38 aayey <br />0.8 22.50 1.04 -0.16 2.62 22.SO 4.62 2.71 Silt Mixtures: clayey silt to silty clay 40.76 0.38 aayey <br />0.85 25.00 1.28 -0.24 2.79 25.00 512 2.70 Silt Mixtures: clayey silt to sitty clay 40.70 0.38 aayey <br />0.9 28.70 1.53 -0.34 2.95 28.70 5.33 2.68 Silt Mixtures: clayey silt to silty clay 39.17 0.38 aiyey <br />0.95 33.00 1.74 4.24 3.12 33.00 5.27 2.63 Silt Mixtures: clayey silt to $ilty clay 36.88 0.38 aayey <br />1 35.40 1.91 -0.15 3.28 35.40 5.40 2.62 Silt Mixtures: clayey silt to $ilty clay 36.23 0.38 aayey <br />1.05 39.70 2.17 -0.24 3.44 39.70 5.47 2.59 Sand Mixtures: silty sand to sandy $,lt 34.82 0.38 3.26 <br />1.1 43.10 2.40 -0.34 3.61 43.10 5.57 2.57 Sand Mixtures: silly sand to sandy silt 34.00 0.38 3.16 <br />1.15 42.80 2.57 -0.62 3.77 42.79 6.00 2.60 Sand Mixtures: silty sand to sandy silt 35.31 0.38 3.32 <br />1.2 44.00 2.67 -0.97 3.94 43.99 6.07 2.59 Sand Mixtures: silty sand to sandy silt 35.11 0.38 3.30 <br />1.25 45.40 2.76 -1.19 4.10 45.39 6.08 2.59 Sand Mixtures: silty sand to sandy silt 34.73 0.38 3.25 <br />ALBUS-KEEFE & ASSOCIATES, INC. <br />Uquefaction Analysis <br />Corrected <br />Factor of Uquefaction <br />q /N for Fines CRR7.5'MSF <br />Safety Susceptibility <br />(4'1N). <br />Adjusted <br />Cyclic Resist.CRR/CSR FS for Design <br />Ratio 1.3 <br />14.52 Clayey Clayey NA NA Above High GWL <br />229.11 229.11 1.00 NA NA Above High GWL <br />305.78 305 78 1.00 NA NA Above High GWL <br />248.62 251.69 1.00 NA NA Above High GWL <br />161.66 201.75 1.00 NA NA Above High GWL <br />90.13 177.67 1.00 NA NA Above High GWL <br />55.80 183.74 1.00 NA NA Above High GWL <br />43.10 a.yey aayey NA NA Above High GWL <br />40.38 aayey aayey NA NA Above High GWL <br />38.26 aayey aayey NA NA Above High GWL <br />36.14 aayey a.yey NA NA Above High GWL <br />38.56 aayey aIvey NA NA Above High GWL <br />35.09 aayey aayey NA NA Above High GWL <br />31.00 aayey aayey NA NA Above High GWL <br />31.91 aayey aayey NA NA Above High GWL <br />34.03 aayey aayey NA NA Above High GWL <br />37.81 aayey aavey NA NA Above High GWL <br />43.40 aayev aayey NA NA Above High GWL <br />49.91 aayey aayey NA NA Above High GWL <br />53.53 aayey aayey NA NA Above High GWL <br />60.04 195.71 1.00 NA NA Above High GWL <br />65.18 205.90 1.00 NA NA Above High GWL <br />64.73 214.96 1.00 NA NA Above High GWL <br />66.54 219.33 1.00 NA NA Above High GWL <br />68.66 223.01 1.00 NA NA Above High GWL <br />Plate C-13 <br />1 of 7