Laserfiche WebLink
aient:Alliance Residential UQUEFACTION <br />Job. No.:2530.00 BASED ON CPT DATA <br />CPT No.: 8 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 L <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: -crW (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 Plezoelem.: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 K, <br />Estimated <br />Meas. Tip gde Dyn. Pore Corr. Tip Friction SBTIndex SBT Fines Cyclic Soil <br />Depth 1, Friction, f,Pressure Depth Resist, q,Ratio Ic aassification Content Stress aassif. <br />{m)(tsf)(psi) (ft) (tsf)Rf (%) 0 (%)Ratio Factor <br />0.05 0.00 -0.06 0.16 9.00 0.00 2.64 SIt Mixtures: clayey silt to silly clay 37.12 0.38 Clayey <br />0.1 0.58 -0.01 0.33 13.60 4.26 2.84 Silt Mixtures: clayey silt to silly clay 48 45 0.38 aayey <br />I 0.15 0.88 -0.01 0.49 14.40 6.11 2.93 Silt Mixtures: clayey silt to silty clay 53.77 0.38 aayey <br />0.2 )0.96 0.11 0.66 18.60 5.16 2.80 Silt Mixtures: clayey silt to sllty clay 4582 0.38 Clayey <br />0.25 1.20 0.07 0.82 37.60 3.19 2.43 Sand Mixtures: Ilty sand to sandy silt 27.75 0.38 2.45 <br />0.3 2.13 -0.01 0.98 91.30 2.33 2.07 Sand Mixtures: litty sand to sandy sin 14.96 0.38 1.41 <br />0.35 I 2.16 0.06 1.15 81.60 2.65 2.14 Sand Mixtures: $1lry sand to sandy silt 17.20 0.38 1.54 <br />0.4 2.27 0.11 1.31 36.90 6.15 2.65 Silt Mixtures: clayey silt to slity clay 37.73 0.38 aayey <br />0.45 2.12 0.25 1.48 28.SO 7.44 2.78 Stlt Mixtures: clayey silt toillty clay 45.06 0.38 aayey <br />0.5 1.88 0.17 1.64 29 60 6.35 2.72 Silt Mixtures: clayey silt toillty clay 41.61 0.38 aayey <br />0.55 I 1.69 -0.18 1.80 28 40 5.95 2.71 Silt Mixtures: clayey silt to Sitty clay 41.14 0.38 aayey <br />0.6 1.49 0.05 1.97 23.90 6.23 2.78 Silt Mixtures: clayey silt to silly clay 44.80 0.38 aayey <br />0.65 I 1.20 -0.01 2.13 19.50 6.15 2.84 Silt Mixtures: clayey sllt to slity clay 48.17 0.38 avey <br />0.7 1.02 0.12 2.30 19.60 5.20 2.78 Silt Mixtures: clayey silt to silty clay 45.11 0.38 aayey <br />0.75 1.10 0.19 2.46 21.30 5.16 2.76 Silt Mixtures: clayey Iilt to silty clay 43.52 0.38 aiyey <br />0.8 1.16 0.24 2.62 19.90 5.83 2.81 Silt Mixtures: clayey silt to silty clay 46.85 0.38 aayey <br />0.85 1.13 0.29 2.79 1810 6.24 2.87 Silt Mixtures: clayey Silt to silty Clay 49.86 0.38 aayey <br />0.9 1.09 0.15 2.95 16.60 6.57 2.91 Silt Mixtures: clayey silt to silly clay 52.49 0.38 aiyey <br />0.95 1.11 0.29 3.12 17.20 6.45 2.89 Silt Mixtures: clayey silt to silly clay 51.48 0.38 aayey <br />1 I 1.09 0.41 3.28 20.60 5.29 2.77 Silt Mixtures: clayey silt to silly clay 44.56 0.38 aayey <br />1.05 I 1.15 0.23 3.44 20.40 5.64 2.80 Silt Mixtures: clayey silt to silty clay 45.85 0.38 aayey <br />1.1 I 1.09 -2.33 3.61 15.57 6.99 2.63 Silt Mixtures: clayey silt to silly clay 36.74 0.38 aayey <br />1.15 I 1.02 -3.20 3.77 14.07 7.23 2.68 Silt Mixtures: clayey silt to silty clay 39.42 0.38 aayey <br />1.2 0.94 -3.09 3.94 14.57 6.44 2.64 Silt Mixtures: clayey silt to sllty clay 3732 0.38 aayey <br />1.25 0.98 -3.22 4.10 14.27 6.85 2.68 Silt Mixtures: clayey sift to slity clay 39.50 0.38 aayey <br />ALBUS-KEEFE & ASSOCIATES, INC. <br />Reht., C <br />(t50 <br />9.00 <br />13.60 <br />14.40 <br />18.60 <br />37.60 <br />91.30 <br />81.60 <br />36.9C <br />28.5C <br />29.6C <br />28.4C <br />23.9C <br />19.5( <br />19.6C <br />21.3C <br />19.9£ <br />18.1C <br />16.6( <br />17.2( <br />20.6[ <br />20.4( <br />15.8 <br />14.1( <br />14.6( <br />14.3( <br />Uquefaction Analysis <br />Corrected <br />Factor of Uquefaction <br />q aN for Fines CRR7.5'MSF <br />Safety Susceptibllity <br />(9,1,4),1 <br />Adjusted <br />Cyclic Resist.CRR/CSR FS for Design <br />Ratio 1.3 <br />13.61 Clayey Clayey NA NA Above High GWL <br />20.57 aiyey aayey NA NA Above High GWL <br />21.78 aiyey aayey NA NA Above High GWL <br />28.13 aayey aayey NA NA Above High GWL <br />S6.86 139.25 0.48 NA NA Above High GWL <br />138.07 194.04 1.00 NA NA Above High GWL <br />123.40 190.30 1.00 NA NA Above High GWL <br />55.80 aayey aayey NA NA Above High GWL <br />43.10 aayey a.yey NA NA Above High GWL <br />44.76 aayey aayey NA NA Above High GWL <br />42.95 aayey aayey NA NA Above High GWL <br />36.14 aayey aayey NA NA Above High GWL <br />29.49 a@Yey aayey NA NA Above High GWL <br />29.64 aayey aayey NA NA Above High GWL <br />32.21 aayey aayey NA NA Above High GWL <br />30.09 aayey aayey NA NA Above High GWL <br />27.37 aayey aiyey NA NA Above High GWL <br />25.10 aayey (layey NA NA Above High GWL <br />26.01 aayey aayey NA NA Above High GWL <br />31.15 aayey aayey NA NA Above High GWL <br />30.85 Clayey aayey NA NA Above High GWL <br />71.04 aavey aayey NA NA Above High GWL <br />61.29 aayey a.yey NA NA Above High GWL <br />60.81 aayey aayey NA NA Above High GWL <br />57.12 aayey aayey NA NA Above High GWL <br />I of 7