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alent:Alliance Residential UQUEFACTION <br />Job. No.:2530.00 BASED ON CPT DATA <br />CPT No.: 14 Location: 200 I E. Dyer Rd., SA <br />Moment Magnitude. 6.61 M MSF:|1.45 Soil Prof le <br />Ground Surface Elevation: ft rhlcknei 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: - 4{CPTU) 3 60 3.600 <br />Diameter: -mm (35.7) 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 ****999 2*****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 SBTIndex S8T Fines C,clic Soil <br />Depth 4 Friction, f,Pressure Depth Resi,t., 0 Ratio Ic aassification Content Stress aassif. <br />(m)(t5O (psi) (ft) (ts#)Rf(%) 0 (%)Rauo Factor <br />1 <br />1 0.05 0.00 0.49 0.16 37.31 0.00 2.11 Sand Mixtures: silty sand to sandy silt 16.04 0.38 1.47 <br />1 01 2.71 0.82 0.33 49.81 5.44 2.52 Sand Mixtures: sllty sand to sandy silt 31.70 0.38 2.89 <br />I 0.15 I 2.18 0.71 0.49 34.61 6.30 2.67 Silt Mixtures: clayey sllt to silty clay 39.05 0.38 aayey <br />0.2 1.90 0.39 0.66 32.60 5.83 2.67 Silt Mixtures: clayey silt toillty clay 38.63 0.38 Clayey <br />0.25 I 2.31 0.46 0.82 33.50 6.90 2.71 Silt Mixtures: clayey silt to $ilty clay 41.11 0.38 aayey <br />0.3 2.44 0.51 0.98 34.81 7.01 2.71 Silt Mixtures: clayey silt to silly clay 40.84 0.38 aayey <br />0.35 1 2.52 0.64 1.15 35.11 7.18 2.71 SIt Mixtures: clayey silt to sitty Clay 41.13 0.38 aiyey <br />0.4 1 2.74 1.12 1.31 35.41 7.74 2.74 Silt Mixtures: clayey silt to silty clay 42.37 0.38 aayey <br />0.45 2.76 1.12 1.48 35.31 7.82 2.74 Silt Mixture5: clayey silt to silty clay 42.61 0.38 aayey <br />0.5 2.68 1.20 1.64 34.91 7.68 2.74 Silt Mixtures: clayey silt to,ilty clay 42.45 0.38 aayey <br />0.55 1 2.60 1.02 1.80 33.01 7.88 2.76 Silt Mixtures: clayey R to sitty clay 43.80 0.38 aayey <br />0.6 1 2.52 0.88 1.97 33.61 7.so 2.74 Silt Mixtures: clayey silt to slity clay 42.61 0.38 aayey <br />0.65 1 2.52 0.74 2.13 32.51 7.75 2.76 Silt Mixtures: clayey silt to silty clay 43.7S 0.38 aayey <br />0.7 2.58 0.74 2.30 34.21 7.54 2.74 Slt Mixtures: clayey silt to silly clay 42.46 0.38 aiyey <br />0.75 1 2.69 0.74 2.46 34.61 7.77 2.74 Silt Mixtures: clayey silt to silty clay 42.84 0.38 aayey <br />0.8 2.77 0.80 2.62 34.81 7.96 2.75 Silt Mixtures: clayey slit to silty clay 43.19 0.38 aiyey <br />0.85 2.52 0.67 2.79 34.31 7.35 2.73 Silt Mixtures: clayey silt to silly clay 41.95 0.38 aayey <br />0.9 2.03 0.41 2.95 30.80 6.59 2.72 Silt Mixtures: clayey silt to silty clay 41.68 0.38 aayey <br />0.95 1.64 0.37 3.12 35.40 4.63 2.57 Sand Mixtures: silly sand to sandy silt 33.84 0.38 3.14 <br />1 I 1.49 0.37 3.28 42.20 3.53 2.43 Sand Mixtures: silty sand to sandy silt 27.65 0.38 2.44 <br />1.05 1.46 0.32 3.44 53.80 2.71 227 Sand Mixtures: sllty sand to sandy silt 21.58 0.38 1.87 <br />1.1 1.35 0.37 3.61 58.60 2.30 2.20 Sand Mixtures: silty sand to sandy silt 18.90 0.38 1.66 <br />1.15 1.13 0.37 3.77 56.50 2.00 2.16 Sand Mixtures: silty sand to sandy silt 17.83 0.38 1.58 <br />1.2 1.00 0.28 3.94 52.60 1.90 2.17 Sand Mixtures: silty sand to sandy silt 18 06 0.38 1.60 <br />1.25 0.93 0.34 4.10 47.60 1.95 2.21 Sand Mixtures: silty sand to sandy silt 19.38 0.38 1.70 <br />ALBUS-KEEFE & ASSOCIATES, INC. <br />Resist., i <br />(t30 <br />37.3C <br />49.8C <br />34.6C <br />32.6C <br />33.5C <br />34.8C <br />35.1C <br />35.4C <br />35.3C <br />34.9C <br />33.OC <br />33.6C <br />32.5C <br />34.2C <br />34.6C <br />34.8C <br />34.3C <br />30.8C <br />35.4C <br />42.2C <br />53.8C <br />58.6C <br />56.5C <br />52.6C <br />47.6C <br />Uquefaction Analysis <br />Corrected <br />Factor of Uquefaction <br />q UN for Fines CRR, 5*MSF <br />Safety Susceptibility9clMc, <br />Adjusted <br />Cyclic Resist.CRR/CSR FS for Design <br />Rauo 1.3 <br />56.41 82.85 0.19 NA NA Above High GWL <br />75.31 217.31 1.00 NA NA Above High GWL <br />52.33 aayey Clayey NA NA Above High GWL <br />49.30 0/yey Clayey NA NA Above High GWL <br />50.66 aayey aayey NA NA Above High GWL <br />52.63 aayey aayey NA NA Above High GWL <br />53.08 aayey aayey NA NA Above High GWL <br />53.53 aayey aayey NA NA Above High GWL <br />53.38 aiyey aiyey NA NA Above High GWL <br />52.78 aayey aayey NA NA Above High GWL <br />49.91 aayey aayey NA NA Above High GWL <br />50.81 aayey aiyey NA NA Above High GWL <br />49.15 aayey aayey NA NA Above High GWL <br />51.72 aiyey aiyey NA NA Above High GWL <br />52.33 Clayey aayey NA NA Above High GWL <br />52.63 aayey aiyey NA NA Above High GWL <br />51.87 aayey aayey NA NA Above High GWL <br />46.58 aayey aayey NA NA Above High GWL <br />53.53 168.07 1.00 NA NA Above High GWL <br />63.82 155.66 0.62 NA NA Above High GWL <br />81.36 152.04 0.59 NA NA Above High GWL <br />88.62 147.08 0.55 NA NA Above High GWL <br />85.44 135.36 0.45 NA NA Above High GWL <br />79.55 127.27 0.39 NA NA Above High GWL <br />71.98 122.04 0.36 'NA NA Above High GWL <br />e C-14 <br />1 of 7