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I <br /> I <br /> 20 <br /> I <br /> 24-in Steel Pipe Pile(Line H) <br /> - <br /> 24-in Steel Pipe Pile(Line A) <br /> - • - 18-in Steel Pipe Pile(Line H)I <br /> _ — <br /> 18-in Steel Pipe Pile(Line A) _ <br /> 0 - - -- • <br /> - <br /> I -20 `. <br /> I - <br /> -40 <br /> IJ <br /> cG , `♦ <br /> I <br /> . <br /> c 1 • <br /> O `- <br /> +. I. <br /> co <br /> > -60 1 - • „ _ <br /> .' <br /> • X S <br /> 1 <br /> ` ••• ` <br /> • <br /> I .":•.` .-• - _ _ _ _ -..- <br /> r.• <br /> -100 <br /> 1 <br /> . <br /> -120 i•. <br /> 0 100 200 300 400 500 600 <br /> IAllowable Capacity(kips) <br /> I Note: <br /> 1)Allowable capacity was determined by dividing the ultimate capacity by a South Terminal Wharf <br /> factor of safety of 1.55. This factor of safety assumes that a Pile Driving Upgrades for RO/RO <br /> Analyzer(PDA)will be used during driving to measure pile resistance. Port of Everett, Washington <br /> 2)Recommended factors of safety for allowable stress design are intended to be <br /> I used with the Shannon&Wilson pile design method.These factors of safety are ULTIMATE COMPRESSION CAPACITY <br /> based upon substantial successful application of the Shannon&Wilson pile design <br /> method in the Pacific Northwest. 18-IN &24-IN CLOSED-END <br /> 3)Pile tip elevations between pile lines A&H can be linearly interpolated. STEEL PIPE PILES <br /> 4)Shannon&Wilson should be allowed to review pile tip elevations determined from <br /> I these charts relative to anticipated structural loads. <br /> 5)Pile tip elevation at line A must be below-100 ft,MLLW. August 2014 21-1-21962-003 <br /> 5)Pile tip elevation at line H must be below-60 ft,MLLW. <br /> SHANNON &WILSON, INC. FIG. 3 <br /> Geotechnical and Environmental Consultants <br />