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i <br />I '� <br />I� <br />I� <br />I� <br />�� <br />I:S <br />I9 <br />1 <br />t: <br />IJ <br />&� <br />J <br />rp <br />CII <br />� <br />� <br />Z <br />W <br />J <br />Z <br />W <br />� <br />w <br />� <br />w <br />J <br />a <br />20 <br />40 <br />ALLOWABLE PILE TENSION CAPACITY (tons) <br />40 <br />60 <br />80 <br />100 <br />I--_� Minim.um Recommended Pile Length <br />50 ,�..__,..._ _ ����e..__ __.�__' <br />1 <br />Amicipated Range <br />of Pile Lengths <br />60 .........., �,....._, _ ..........................,..., _......, ........,..,..,. ....... _.. _, ......, .,......, .......� ......, .........,,... <br />70 <br />NOTES: <br />1. Allowable pile tansion capacities (nclude a Factor of Salety of 2.0, and include <br />the pile weight. <br />2. The capacitias are based on soil strength considerations. The pile siructural <br />capacity should be verified. <br />3. The capacities assume ihat augercasf piles are designed and constructed in com- <br />pliance with Ihe recommendations presented in this report. <br />ALLOWABLE AXIA;. TENSION CAPACITY <br />FOR 18" AUGERCAST PILES <br />Jacobs-Surrine/Scott Paper Company <br />January 1935 Proposed Converter Plant Add'Rion <br />3289•044•Ot6 F„et,,« ��,--"--•- <br />� DAMES & MOORE <br />:� <br />FIGURE 4 <br />