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Drilled Pier Foundation <br /> CROWN <br /> BU#: 823967 CASTLE <br /> Site Name: Everett Monopole <br /> Order Number:427333 Rev.0 <br /> TIA-222 Revison: G <br /> Tower Type: Monopole <br /> Analysis Results Check Limitation <br /> Applied Loads Soil Lateral Capacity Compression Uplift N/A I✓ <br /> Comp. Uplift D,,,o(ft from TOC) 4.64 - <br /> Moment(kip-ft) 2249 Soil Safety Factor 1.23 - <br /> Axial Force(kips) 28 Max Moment(kip-ft) 2340.61 - <br /> Shear Force(kips) 23 Rating 108.1% - <br /> Soil Vertical Capacity Compression Uplift <br /> Material Properties Skin Friction(kips) 402.91 - <br /> Concrete Stren.th,f'c: 4 ksi End Bearing(kips) 137.84 - <br /> Rebar Stren.th,F : 60 ksi Weight of Concrete(kips) 91.61 - <br /> Total Capacity(kips) 540.75 - <br /> Pier Design Data Axial(kips) 119.61 - <br /> Depth 17 ft Rating 22.1% - <br /> Ext.Above Grade 1 ft Reinforced Concrete Capacity Compression Uplift <br /> Pier Section 1 Critical Depth(ft from TOC) 4.70 <br /> From 1'above grade to 17'below grade Critical Moment(kip-ft) 2340.57 - <br /> Pier Diameter 6 ft Critical Moment Capacity 3275.19 - <br /> Rebar Quantity 31 Rating 71.5% <br /> Rebar Size 8 <br /> Clear Cover to Ties 7.25 in Soil Interaction Rating 108.1% <br /> _ Tie Size 4 Structural Foundation Rating 71.5% <br /> Sc Profile <br /> Groundwater De.th 21 ft #of La ers 3 <br /> Calculated Calculated Ultimate Skin Ult.Gross <br /> Angle of Ultimate Skin <br /> Top Bottom Thickness y:o;i yco„„te Cohesion Ultimate Skin Ultimate Skin Friction Comp Bearing SPT Blow <br /> Layer Friction Friction Uplift Soil Type <br /> (ft) (ft) (ft) (pcf) (pcf) (ksf) Friction Comp Friction Uplift Override Capacity Count <br /> (degrees) (ksf) (ksf) (ksf) Override(ksf) (ksf) <br /> 1 0 2 2 100 150 0 0 0.000 0.000 0.00 0.00 Cohesionless <br /> 2 2 7 5 100 150 0 33.75 0.000 0.000 1.50 1.50 Cohesionless <br /> 3 7 17 10 100 150 0 36.87 0.000 0.000 2.10 2.10 6.5 Cohesionless <br /> 2.0.1 <br />