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3 <br />Drilled Pier Foundation <br />BU # : 823967 <br />Site Name: <br />App. Number: <br />TIA-222 Revision <br />TowerTTyppe. Mono ole: <br />.i <br />Camp. Uplift <br />Moment ki ft 1952 <br />Axial Force ki s <br />23 <br />Shear Force (kips) <br />21 <br />Concrete Strength, fc 4 <br />ksi <br />Rebar Stren th, Fy I 60 <br />ksi <br />�: , <br />De ih 17 R <br />Ext. Above Gradel 1 ft <br />Pier Section 1 <br />From Vat— glade to IT below grade <br />Pier Diameter 61 <br />ft <br />Rebar Quantity31 <br />Rebar Size <br />C <br />8 <br />Clear Cover to Ties <br />3 <br />in <br />Tie Size <br />4 <br />Soil Lateral Caoacit, rrion Sian 1/nfiff <br />D,7_ o (it from TOC) <br />5.22 <br />Soil Safety .,l.rj <br />1.96 <br />Max Moment (kip-tt)l <br />2086.37 <br />Ratingl <br />67.1% <br />Son vertical Caoaznv (:Onlnresslnn Umm <br />Skin Friction (kips) <br />381.70 <br />End Bearing (kips) <br />1171.62 <br />Weight of concrete (kips) <br />91.61 <br />Total Capacity (kips) <br />1553.32 <br />Axial (k.ps)l <br />114.61 <br />Ratio <br />7.4% <br />/nfiR <br />Critical Depth (ft from TOC <br />5.09 <br />CriticaI Moment (kip-ft <br />1 2086.20 <br />Critical Moment Capacity <br />3418.61 <br />Rating <br />61.0% <br />Sail Interaction Rating 67.1 % <br />Structural Foundation Rating 61.0% <br />Groundwater De Ih 21 ft # of La ers 3 <br />1 <br />Calculated <br />Calculated <br />Ultimate Skin <br />Ult. Gross <br />To P <br />Bottom <br />Thickness <br />Yba <br />V(Pcf). <br />Cohesion <br />Angle of <br />Ultimate Skin <br />Skin <br />Friction Comp <br />Ultimate Skin <br />Bearing <br />SPT Blow <br />Layer <br />(ft) <br />(ft) <br />{ft) <br />(pcf) <br />(pd) <br />(ksf) <br />Friction <br />Faction Comp <br />Finmate <br />Friction uplift <br />Croerride <br />Friction Uplift <br />Capacity <br />Count <br />Soil Type <br />{degrees) <br />(ksf) <br />(ksf) <br />(ksf) <br />Override (ksfJ <br />(ksf <br />1 <br />0 <br />3 <br />3 <br />100 <br />150 <br />0 <br />0 <br />0.000 <br />0.000 <br />=; cF'r <br />t!_G,i <br />Cohesionless <br />2 <br />3 <br />7 <br />4 <br />10D <br />150 <br />0': <br />42,84 <br />;0,000 <br />0-000 <br />?;U <br />,1 <br />Cohesionless <br />3 <br />7 <br />17 <br />10 <br />100 <br />150 <br />'0 <br />i 45.58 <br />0.000 <br />0.000 <br />: ;; <br />55,26 <br />Cohesionless <br />Version 1.1.1 <br />