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Segment C Summary <br /> (Timber and Sheet Piles Installed Simultaneously) <br /> ANALYSIS 3: STARTING FROM MUDLINE AT ELEVATION -3 FEET <br /> 'Wedge' Excavation <br /> Timber Piles and Tieback <br /> Current No Temp. <br /> Condition Anchor <br /> Excay.Depth=> Wedge <br /> Excay.Elev.=> -3 ft <br /> Displacement(l) in 2.0 0.3 <br /> Shear kis 2.0 2.1 <br /> Moment(kip-ft) 9.7 10.5 <br /> Pile Axial kis 7.1 7.0 <br /> Anchor Axial (kips) 19.9 20.2 <br /> force per anchor <br /> Sheet Pile <br /> Excay.Depth=> Wedge <br /> Excay.Elev.=> -3 ft <br /> Displacement(')(in) 3.1 0.3 <br /> Shear kis 2.1 2.2 <br /> Moment(kip-ft) 18.6 17.4 <br /> Axial kis 2.2 1.8 <br /> NOTES: <br /> (1) Excavation displacements are in addition to "current condition" displacements <br /> Timber Piles <br /> Current Condition <br /> Mudline at Elev.-3 ft <br /> Slope-3:1 <br /> Slope 2.5:1 Sheet Piles <br /> 2 ft Thick Excavation � <br /> Elev.-15 ft �^ <br /> Excavated Condition (not to scale) <br /> Mudline Elev. Unchanged <br /> Port of Everett <br /> Segment C <br /> September 2013 21-1-21761-004 <br /> Figure D-3 SHANNON& WILSON, INC. <br />