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1 1ALLOWABLE DOWNWARD PILE CAPACITY (kips)0 50 100 / 40 200 250 <br />0\lllllllllllllillllllllll <br />- <br />, , 12-inch Diarneter <br />-4 ----- 14-inch Diameter <br />10 <br />1 1 1 - <br />\\ 1 - <br />-\\ 1 <br />,.\\ 1Al i20 <br />i <br />- <br />- \ 1 <br />\\ <br />1 - <br />1 11 14 - <br />30 , \ \ 1 <br />1, \4 I - <br />- 1 1 - <br />" <br />1 \ <br />\6 \.440 <br />\ <br />h <br />\ <br />1\1 \ <br />50 Recommended Minimum \ \ <br />Penetration <br />I f \1 <br />60-lili|lili|lili| 1 1 1 | <br />\ <br />hill <br />0 25 50 75 100 125 <br />ALLOWABLE UPWARD PILE CAPACITY (kips) <br />NOTES:(1) The indicated values refer to the total of dead plus live loads; a one-third increase <br />may be used when considering wind or seismic loads. <br />(2) Piles in groups should be spaced a minimum of 3 pile diameters on centers. <br />(3) The indicated values are based on the strength of the soils; the actual pile capacities may be <br />limited to lesser values by the strength of the piles. <br />mmmF,N,UNIEE#krACITIES <br />allil <br />MACTEC <br />2003-projU263 1\calculations\pile\drivenpilecapacity grf FIGURE 6 <br />................... <br />JOB 4953-03-2631 <br />DATE September 11,2003 <br />F.T. <br />DR. SB <br />O.E. <br />NS <br />ClIKD All <br />l{4 <br />e <br />/\Vt