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Drilled Pier Foundation <br /> CROWN <br /> BU#: 815285 CASTLE <br /> Site Name: LOWELL,WA _r <br /> Order Number: 607190 rev.1 <br /> TIA-222 Revison: H Check Limitation <br /> Tower Type: Monopole A.pl TIA-222-H Section 15.5:�� <br /> N/A`., <br /> Analysis Results • Additional Longitudinal Rebar <br /> - <br /> Applied Loads y Soil Lateral Check Compression Uplift Input Effective Depths else Actual):MI. <br /> Comp. Uplift D„=Q(ft from TOC) 8.83 - Shear Design Options <br /> Moment(kip-ft) 1796.03 Soil Safety Factor 7.91 - Check Shear alon. De.th of Pier:Mill <br /> Axial Force(kips) 47.3 Max Moment(kip-ft) 1942.49 - Utilize Shear-Friction Methodolo• :IMAM <br /> Shear Force(kips) 19.66 Rating* 16.0% - Override Critical De.th:ME <br /> Soil Vertical Check Compression Uplift Go to Soil Calculations <br /> e `` v Skin Friction(kips) 357.23 o - <br /> Concrete Strength.fc o er�me <br /> 3 ksi (1,5,1 End Bearing(kips) 1493.24 - <br /> Rebar Strength.Fy: 60 ksi 1 Weight of Concrete(kips) 182.18 - <br /> Tie Yield Strength, Fyt: 60 ksi Total Capacity(kips) 1850.47 - <br /> Axial(kips) 229.48 - <br /> Pier Design Data Rebar&Pieroptions. Rating* 11.8% - <br /> _ Depth 30 ft Reinforced Concrete Flexure Compression Uplift <br /> Ext.Above Grade 0.5 ft 1 EmbeddedPole Input, Critical Depth(ft from TOC) 8.13 - <br /> Pier Section 1 Belled Pier Input, Critical Moment(kip-ft) 1941.18 From 0.5'above grade to 30'below grade Critical Moment Capacity 4120.59 - <br /> __ Pier Diameter 6.5 ft Rating* 44.9% - <br /> Rebar Quantity 28 Reinforced Concrete Shear Compression Uplift <br /> Rebar Size 9 _ Critical Depth(ft from TOC) 22.95 - <br /> Rebar Cage Diameter 66 in Critical Shear(kip) 205.00 - <br /> Tie Size 5 Critical Shear Capacity 528.03 - <br /> Tie Spacing in Rating* 37.0% - <br /> Structural Foundation Rating* 44.9% <br /> Soil Interaction Rating* 16.0% <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 Thickness yson yronrrete Cohesion Ultimate Skin Ultimate Skin Friction Comp Bearing SPT Blow <br /> Layer Bottom(ft) Friction Friction Uplift Soil Type <br /> (ft) (ft) (pcf) (pcf) (ksf) Friction Comp Friction Uplift Override Capacity Count <br /> (degrees) (ksf) (ksf) (ksf) Override(ksf) (ksf) <br /> 1 0 3.25 3.25 110 150 0 0 0.000 0.000 Cohesionless <br /> 2 3.25 13 9.75 110 150 0 25 0.000 0.000 Cohesionless <br /> 3 13 30 17 120 150 0 35 0.000 0.000 60 Cohesionless <br /> Version 5.0.3 <br />