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aient:Alliance Residential UQUEFACrION <br />Job. No.:2530.00 BASED ON CPT DATA <br />CPT No.: 2 Location: 2001 E. Dyer Rd., SA <br />Moment Magnitude: 6.61 M MSF:|1.45 Soil Prof le <br />Ground Surface Elevation: ft Thlcknes Unit Wt.Bottom (4 )bi <br />Exist. Groundwater Depth : 8 ft layer (ft) (pcf)Depth(ft)(tsf) <br />High Groundwater Depth : 8 ft <br />Peak Ground Acceteration: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: -cmZ (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 *$**§**i- <br />(Use no more than 8 soil layers) <br />Basic Data Standard Plot Data Soil Classification <br />Kehoe Testing CPT Data CSR Kc <br />Eitimated <br />Meas. Tip gde Dyn. Pore Col. Tip Friction SBTIndex SBT Fines Cyclic Soil <br />Depth 1, Friction, f,Pressure Depth Resist., q,Ratio Ic aassification Content Stres$Classif. <br />(m)(tsf)(psi) (ft) (tsf)Rf (%) 0 (%)Ratio Factor <br />1 <br />0.05 0.00 0.35 0.16 2.50 0.00 3.14 aars 68.36 0.38 Clayey <br />0.1 0.02 0.36 0.33 5.20 0.38 2.70 Silt Mixturel: clayey silt to silty clay 40.34 0.38 aayey <br />0.15 0.06 0.47 0 49 6.11 0.98 2.78 Sllt Mixtures: clayey $ilt to silly clay 45.08 0.38 aayey <br />0.2 0.37 0.69 0.66 13.61 2.72 2.72 Silt Mixtures: clayey silt to silty clay 41.48 0.38 a.yey <br />0.25 1.08 0.60 0.82 61.21 1.76 2.10 Sand Mixtures: silry fard to sandy silt 15.83 0.38 1.46 <br />0.3 1.68 0.37 0.98 7860 2.14 2.09 Sand Mixtures: sitty sand to $andy silt 1537 0.38 1.43 <br />0.35 2.03 0.25 1.15 77.60 2 62 2.16 Sand Mixtures: silty land to undy silt 17.52 0.38 1.56 <br />0.4 1.69 0.80 1.31 71.91 2.35 2.14 Sand Mixtures: silty sand to sandy sift 17.11 0.38 1.54 <br />0.45 1.59 0.46 1.48 81.90 1.94 2.04 Sand$: clean to sitty 14.13 0.38 1.36 <br />0.5 1.81 0.58 1.64 69.11 2 62 2.19 Sand Mixtures: silty sand to undy $111 18.62 0.38 1.64 <br />0.55 2.09 0.47 1.80 45.61 438 2.49 Sand Mixtures: silty land to Iandy illt 30.27 038 2.72 <br />0.6 1.81 0.61 1.97 33 71 5.37 2.63 Silt Mixtures: clayey silt to ;ilty clay 36.83 0.38 aayey <br />0.65 1.54 0.56 2.13 28.61 5.38 2.68 Silt Mixtures: clayey silt to,ilty clay 39.36 0.38 aayey <br />0.7 1.54 0.46 2.30 29.60 5.20 2.66 Silt Mixture;: clayey silt toillty clay 38.27 0.38 aayey <br />0.75 1.79 0.48 2.46 35.81 5.00 2.59 Sand Mixtures: silty sand to sandy silt 34.84 0.38 3.26 <br />0.8 2.06 0.55 2.62 40.91 5.04 2.55 Sand Mixtures: silty sand to sandy silt 33.12 0.38 3.05 <br />0.85 1 2.24 0.29 2.79 38.20 5.86 2.62 Silt Mixtures: clayey silt to silty clay 36.48 0.38 aayey <br />0.9 2.12 0.12 2.95 32.50 6.52 2.70 Silt Mixtures: clayey silt to sitty clay 40.67 0.38 aayey <br />0.95 I 1.88 0.33 3.12 30.10 6.25 2.71 Silt Mixtures: Clayey silt to silty clay 41.11 0.38 aayey <br />1 i 1.79 0.26 3.28 31.80 5.63 2.66 Silt Mixtures: clayey silt tosilty clay 38.SO 0.38 a.yey <br />1.05 1.72 0.17 3.44 31.60 5.44 2.65 Silt Mixtures: clayey silt to silty clay 38.05 0.38 aayey <br />1.1 1.53 0.16 3.61 27.20 5.63 2 71 Silt Mixtures: clayey silt to silty clay 40.94 0.38 aayey <br />1.15 1.30 -0.42 3.77 23.70 5.49 2.74 Silt Mixtures: clayey sllt to silty clay 42.78 0.38 aayey <br />1.2 1.21 -0.85 3.94 22.69 5.33 2.75 Silt Mixtures: clayey 5ilt to silly clay 43.03 0.38 Oayey <br />1.25 1.18 -0.82 4.10 21.79 5.41 2.76 Silt Mixtures: clayey silt to silty clay 44.00 0.38 aayey <br />ALBUS-KEEFE & ASSOCIATES. INC. <br />Resist, € <br />2.50 <br />5.20 <br />6.10 <br />13.60 <br />61.20 <br />78.60 <br />77.60 <br />71.90 <br />81.90 <br />69.10 <br />45.60 <br />33.70 <br />28.60 <br />29.60 <br />35.80 <br />40.90 <br />38.20 <br />32.50 <br />30.10 <br />31.80 <br />31.60 <br />27.20 <br />23.70 <br />22.70 <br />21.80 <br />Uquefactlon Analysis <br />Corrected <br />Factor of Uquefaction <br />q,IN for Fines CRR,.5*MSF <br />Safety Susceptibility <br />(qct")/ <br />Adjusted <br />Cyclic Resist.CRR/CSR FS for Design <br />Ratio 1.3 <br />3.78 Clayey Clayey NA NA Above High GWL <br />7.86 aayey aayey NA NA Above High GWL <br />9.22 aayey aayey NA NA Above High GWL <br />20.57 aayey aayey NA NA Above High GWL <br />92.55 134.76 0.45 NA NA Above High GWL <br />118.87 169.85 1.00 NA NA Above High GWL <br />117.35 183.50 1.00 NA NA Above High GWL <br />108.73 167.05 1.00 NA NA Above High GWL <br />123.86 168.42 1.00 NA NA Above High GWL <br />104.50 171.35 1.00 NA NA Above High GWL <br />68.96 187.74 1.00 NA NA Above High GWL <br />50.96 aayey aayey NA NA Above High GWL <br />43.25 aayey aayey NA NA Above High GWL <br />44.76 aiyey aayey NA NA Above High GWL <br />54.14 176.61 1.00 NA NA Above Hiah GWL <br />61.85 188.79 1.00 NA NA Above High GWL <br />57.77 a.yey aiyey NA NA Above High GWL <br />49.15 aayey aayey NA NA Above High GWL <br />45.52 aayey aayey NA NA Above High GWL <br />48.09 a.yey aayey NA NA Above High GWL <br />47.79 aayey a.yey NA NA Above High GWL <br />41.13 aayey aavey NA NA Above High GWL <br />35.84 aayey aayey NA NA Above High GWL <br />34.33 aayey a@Yey NA NA Above High GWL <br />32.97 aayey aayey NA NA Above High GWL <br />I of 7