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0 20 <br />40 <br />ALLOWABLE PILE COMPRESSION CAPACIT`f (tons) <br />40 60 80 100 120 <br />140 160 <br />� �.4inimum Recommended Pile Length <br />so____________j___.. ______________. <br />Anticipated Ranga <br />of Piie Lengths <br />60 .......... .......... ... ... ........., � .... �............................... ,....... ..., .....,._ ...., ... ..........,.............. .............. <br />70 <br />NOTES: <br />1. Allowable pile compression capacities inciude a Factor of Safety of 3.0. <br />2. The capacities are based on soil strength considerations. The pi�e strudural <br />capacity should be verified. <br />3. The capacities assume that augercast piies are designed and constructed in <br />compliance with the recommendations presented in this report. <br />ALLOWABLE AXIAL COMPRESSIGN CAPACITY <br />FOR 18" AUGERCAST PILES <br />Jacnbs-Surrine/Scott Paper Company <br />January 1995 Proposed Converter Plant Addition <br />3289-044-016 Everett, Washington <br />� llAMES & MOOR� <br />FIGURE 3 <br />