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Drilled Pier Foundation <br /> CROWN <br /> BU#: 823967 sera.• CASTLE <br /> Site Name: Everett Monopole <br /> Order Number: 546770 Rev.1 <br /> TIA-222 Revison: H <br /> Tower Type: Monopole Check Limitation <br /> Analysis Results Apply TIA-222-H Section 15.5:WM <br /> Applied Loads Soil Lateral Check Compression Uplift N/A�� <br /> Comp. Uplift D,,e(ft from TOC) 4.64 - Shear Design Options <br /> Moment(kip-ft) 1445.71 Soil Safety Factor 2.61 - Check Shear alone Death of Pier: 1MM <br /> Axial Force(kips) 27.86 Max Moment(kip-ft) 1505.72 - Utilize Shear-Friction Methodolo• :�� <br /> Shear Force(kips) 15.14 Rating* 48.5% - Override Critical Death:M O <br /> Soil Vertical Check Compression Uplift Go to Soil Calculations <br /> Material Properties Skin Friction(kips) 402.91 - <br /> Concrete Strength,fc: 4 ksi End Bearing(kips) 137.84 - <br /> Rebar Strength,Fy: 60 ksi Weight of Concrete(kips) 91.61 - <br /> Tie Yield Strength,Fyt: 60 ksi Total Capacity(kips) 540.75 - <br /> Axial(kips) 119.47 - <br /> Pier Design Data Bsbur&Pier Options Rating* 21.0% - <br /> Depth 17 ft Reinforced Concrete Flexure Compression Uplift <br /> Ext.Above Grade 1 ft Embedded Pole Input g Critical Depth(ft from TOC) 4.71 - <br /> Pier Section 1 Belled Pier InpuN Critical Moment(kip-ft) 1505.70 - <br /> From 1'above grade to 17'below grade Critical Moment Capacity 3412.94 - <br /> Pier Diameter 6 ft Rating* 42.0% - <br /> Rebar Quantity ,31 Reinforced Concrete Shear Compression Uplift <br /> Rebar Size 8 Critical Depth(ft from TOC) 15.38 - <br /> Clear Cover to Ties 3 in Critical Shear(kip) 152.31 - <br /> Tie Size 4 Critical Shear Capacity 681.81 - <br /> _ Tie Spacing 6 in Rating* 21.3% - Shear-Fnciton Methodology is Applied <br /> Soil Interaction Rating* 48.5% <br /> Structural Foundation Rating* 42.0% <br /> *Rating per TIA-222-H Section 15.5 <br /> Soil Profile <br /> Groundwater Depth N/A #of Layers 3 <br /> Calculated Calculated Ultimate Skin Ult.Gross <br /> Angle of Ultimate Skin <br /> Top Bottom Thickness y:•a y<uouet* 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 2 130 150 0 0 0.000 0.000 0-1)0 0.00 Cohesionless <br /> 2 2 7 5 130 150 0 35 0.000 0.000 1.50 1.50 Cohesionless <br /> 3 7 17 10 130 150 0 38 0.000 0.000 2.10 2.10 6.5 Cohesionless <br /> Version 4.2.3 516 j <br />