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Drilled Pier Foundation CROWN <br /> BU#.1826548 CASTLE <br /> Site Name:I Pasco County. VS �✓ <br /> Order Number:506095 Rev.0 <br /> TIA-222 Revison: 'H <br /> TowerType:j Self Su ort-,. <br /> Analysis Results Check Limitation <br /> •.. Soil Lateral Capacity Compression Uplf/t App yT A-222- Section 15.5: • 17 <br /> omp. p D w t trom TOC ❑ '- <br /> Moment(kip-ft)I Soil Safety Factor 17.56 19.52 <br /> Axial Force(kips)1. 605.2671 533.699 Max Moment(kip-ft) 843.86 759.12 <br /> Shear Force(kips)l 60.3051 54.249 Rating" 7.2% 6.5% <br /> Soil Vertical Capacity Compression p!ft <br /> Material Pr erties <br /> Skin Friction(kips) 784.61 566.19 <br /> Concrete Strength,'c •, 4 ksi End Bearing(kips) 406.73 <br /> Rebar Strength,Fy: 60 ks .-Weight of Concrete(kips) 216.30 162.22 <br /> Total Capacity(kips) 1191.34 728.42 <br /> DesignPier Axial(kips) 821.57 533.70 <br /> Depth 42 ft Rating" 65.7% 69.8% - - - - - -- - <br /> Ext.Above Grade 0.5 ft Reinforced Concrete Capacity Compression p ilt <br /> Pier Section 1 Critical Depth(ft from TOC 21.40 19.06 <br /> From 0.5'above grade to42'belowgrade Critical Moment(kip-ft) 842.67 751.89 <br /> Pier Diameter, 6 ft Critical Moment Capacity 4497.82 2785.44 <br /> Rebar Quantity 26 Rating' 17T 25.711. <br /> Rebar Size 9 <br /> Clear Cover to Ties 3 in Soil Interaction Rating' 69.8% <br /> Tie Size 4 Structural Foundation Rating" 25.71l. <br /> 'Rating per TIA-222-H Section 15.5 <br /> Soil <br /> Profile <br /> Groundwater De th n/a ft I #of La ers 5 <br /> Calculated Calculated Ultimate Skin Ult.Gross <br /> Angle of; Ultimate Skin <br /> Top Bottom '.Thickness Y:on Yaonncee Cohesion, Ultimate Skin Ultimate'Skin'. Friction Comp Bearing SPT Blow ; <br /> Layer ,Friction Friction Uplift, Soil Type <br /> (ft) (ft) '• (ft) (pcf) - (pcf) (ksf) FrictiorrComp FrictiorrUplift Override Capacity Count' <br /> (degrees) . Override(ksf) , <br /> .'(ksf) (ksf) (ksf). � (ksf) ' <br /> 1 0 3 3 110 150 0 0.000 0.000 0.00 .. 0,00 Cohesionless <br /> 2 3 : 12 9 110 150 30 '0.000 0:000 _ - 0,50 0.35 Cohesionless <br /> 31 121, 301 18 - -1151 1501 <br /> '25• 0.000 0.000 1;50 1.05 Cohesionless <br /> 4 30 40 10 . 100 150 0.5 10 0.689 0.689 2.00 1.50 Silt <br /> 5 40 '421 21 ',.1001 1501 0.5 _-10 '03451 0.745• Z001 1.50 - ; 19181 1 Silt <br /> Version 2.1.1 <br />