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alent:Alliance Residential UQUEFACTION <br />Job. No.:2530.00 BASED ON CPT DATA <br />CPT No.:12A Location: 2001 E. Dyer Rd., SA <br />| Moment Magnitude: 6.61 M MSF:Il.45 Soil Prof le <br />Ground Surface Elevation: ft Thicknes Unit Wt.Bottom (Sv)boi <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: -crnl (10) 5 60 3.600 <br />Area Ratio:1 0.85 |(0.85) 6 60 3.600 <br />Pen. Rate: -cm/sec (2) 7 60 3.600 <br />Position Plezoelem.:behind tip (behind tip)8 _***999 2*****Si- <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 />Me@$. Tip Side Dyn. Pore Corr. Tip Friction SBT Index S8T Fines Cyclic Soil <br />Depth k Fricuon, f,Pressure Depth Resist., q,Ratio Ic aassification Content Stress aassif. <br />(m)(t30 (psi) (ft) (tsf)Rf (%) 11 (%)Rado Factor <br />1 0.05 0.00 0.11 0.16 301.90 0.00 1.46 Sands: clean to sitty 2.35 0.38 1.00 <br />1 0.1 0.17 0.02 0.33 124.00 0.14 125 Gravelly sand to dense sand 0 0.38 1.00 <br />I 0.15 0.60 0.02 0.49 93.SO 0.64 1.67 Sands: clean to silty 5.61 0.38 1.02 <br />0.2 1.15 0.02 0.66 83.70 1.37 1.93 Sands: clean to silty 11.07 0.38 1.22 <br />0.25 1.61 0.07 0.82 67.40 2.39 2.17 Sand Mixtures: silty sand to sandy silt 17.88 0.38 1.59 <br />0.3 1.68 0.09 0.98 42.60 3.94 2.46 Sand Mixtures: silly sand to sandy silt 28.99 0.38 2.58 <br />0.35 1.66 0.11 1.15 26.70 6.22 2.74 Silt Mixtures: clayey silt to silly clay 42.87 0.38 aayey <br />0.4 1.50 -0.67 1.31 24.19 6.20 2 77 5•lt Mixtures: diyey silt to silty clay 44.46 0.38 aayey <br />0.45 1.43 -1.38 1.48 22.59 6.33 2.80 S,It Mixtures: clayey $,It to sllty clay 46.01 0.38 aayey <br />0.5 1.38 -1.92 1.64 23.48 5.87 2.77 Silt Mixtures: clayey silt to silty clay 44.01 0.38 aiyey <br />0.55 1.50 -2.49 1.80 26.67 5.62 2.71 Silt Mixtures: clayey 51!t to silty clay 41.15 0.38 aayey <br />0.6 1.81 -1.37 1.97 32.49 S.57 2.65 Silt Mixtures: clayey lilt to silty Clay 37.96 0.38 aiyey <br />0.65 2.09 -0.83 2.13 38.29 5.46 2.60 Sand Mixtures: silty und to sandy silt 35.26 0.38 3.31 <br />0.7 2.27 4).69 2.30 39.99 5.68 2.60 Sand Mixtures: silty sand to sandy $ilt 35.29 0.38 3.32 <br />0.75 2.11 -0.55 2.46 42.29 4.99 2.54 Sand Mixtures: silty sand to sandy silt 32.52 0.38 2.98 <br />0.8 2.00 -0.41 2.62 44.20 4.52 2.50 Sand Mixtures: sitty sand to sandy silt 30.SO 0 38 2.75 <br />0.85 1.56 -0.39 2 79 43.20 3.61 2.43 Sand Mixtures: silty sand to sandy,ilt 27.65 0.38 2.44 <br />0.9 1.11 -0.61 2.95 34.59 3.21 2.46 Sand Mirtures: silly sand to sandy silt 28.95 0.38 2.58 <br />0.95 0.78 -0.17 3.12 25.00 3.12 2.56 Sand Minures: silry sand to sandy silt 33.23 0.38 3.07 <br />1 I 0.79 -0.10 3.28 20.10 3.93 2.69 Silt Mixtures· clayey silt to silty clay 40.13 0.38 aayey <br />1.05 0.90 -0.14 3.44 17.40 5.17 2.82 Silt Mixtures· clayey R to silty clay 47.25 0.38 aayey <br />1.1 0.97 -0.29 3.61 16.SO 5.88 2.88 Silt Mixtures: clayey silt to silty clay 50.57 0.38 aayey <br />1.15 0.98 -0.41 3.77 16.80 5.83 2.87 Silt Mixtures: clayey silt to silly clay So.09 0.38 aayey <br />1.2 I 1.02 -0.36 3.94 17.30 5.90 2.86 Silt Mixtures: clayey silt to silty clay 49.73 0.38 aayey <br />1.25 1.06 -0.22 4.10 17.80 5.96 2.86 Silt Mixtures: clayey silt to sil 49.39 0.38 aiyey <br />ALBUS-KEEFE & ASSOCIATES, INC. <br />Resist., 1 <br />(tsf) <br />301.9I <br />124.0 <br />93.5C <br />83.7C <br />67.4C <br />42.6C <br />26.7C <br />24.2C <br />22.6C <br />23.5C <br />26.7C <br />32.5( <br />38.3( <br />40.Oc <br />42.3C <br />44.2C <br />43.2C <br />34.6( <br />25.OC <br />20.1C <br />17.4C <br />16.5C <br />16.8C <br />17.3C <br />17.8(C1 <br />Uquefaction Analysis <br />Corrected <br />Factor of Uquefaction <br />q UN for Fines CRR7 5*MSF Safety SusceptibilitvCqclM'. <br />Adjusted <br />Cyclic Resist.CRR/CSR FS for Design <br />RaUo 1.3 <br />456.56 456.56 1.00 NA NA Above High GWL <br />187.52 187.52 1.00 NA NA Above High GWL <br />141.40 144.09 0.52 NA NA Above High GWL <br />126.58 153.90 0 61 NA NA Above High GWL <br />101.93 161.82 1.00 NA NA Above High GWL <br />64.42 166.26 1.00 NA NA Above High GWL <br />40.38 aavey Clayey NA NA Above High GWL <br />36.60 Clayey aayey NA NA Above High GWL <br />34.18 aayey Clayey NA NA Above High GWL <br />3S.S4 aavey aayey NA NA Above High GWL <br />40.38 aayey aayey NA NA Above High GWL <br />49.15 aa„rey aayey NA NA Above High GWL <br />S7.92 191.99 1.00 NA NA Above High GWL <br />60 49 200.73 1.00 NA NA Above High GWL <br />63.97 190.68 1.00 NA NA Above High GWL <br />66.84 183.67 1.00 NA NA Above High GWL <br />65.33 159.33 0.66 NA NA Above High GWL <br />52.33 134.85 0.4S NA NA Above High GWL <br />37.81 115.89 0.33 NA NA Above High GWL <br />30 40 aayey Clayey NA NA Above High GWL <br />26.31 Clayey Clayey NA NA Above High GWL <br />24.95 aayey (3@yey NA NA Above High GWL <br />25.41 Clayey aayey NA NA Above High GWL <br />26.16 aayey aayey NA NA Above High GWL <br />26.92 aayey aayey NA NA Above High GWL <br />e C-12 <br />1 of 7