<Descr /></StageGraph></StageGraphs></ReportTemplate><LoadTestRecords ID="-1"><Number>-1</Number></LoadTestRecords><LateralLoadTestRecords ID="-1"><Number>-1</Number></LateralLoadTestRecords><TorqueInstallationFactors ID="TorqueInstallationFactors"><Number>1</Number><TorqueInstallationProfile ID="0"><Name>AC358-2007</Name><Points>4</Points><PointData ID="4"><TorquePoint ID="0"><DIAM>0</DIAM><FACTOR>10</FACTOR></TorquePoint><TorquePoint ID="1"><DIAM>1.75</DIAM><FACTOR>10</FACTOR></TorquePoint><TorquePoint ID="2"><DIAM>2.875</DIAM><FACTOR>9</FACTOR></TorquePoint><TorquePoint ID="3"><DIAM>3</DIAM><FACTOR>8</FACTOR></TorquePoint><TorquePoint ID="4"><DIAM>3.5</DIAM><FACTOR>7</FACTOR></TorquePoint></PointData></TorqueInstallationProfile><TorqueInstallationProfile ID="1"><Name>User large diameter</Name><Points>7</Points><PointData ID="7"><TorquePoint ID="0"><DIAM>0</DIAM><FACTOR>10</FACTOR></TorquePoint><TorquePoint ID="1"><DIAM>1.75</DIAM><FACTOR>10</FACTOR></TorquePoint><TorquePoint ID="2"><DIAM>2.875</DIAM><FACTOR>9</FACTOR></TorquePoint><TorquePoint ID="3"><DIAM>3</DIAM><FACTOR>8</FACTOR></TorquePoint><TorquePoint ID="4"><DIAM>3.5</DIAM><FACTOR>7</FACTOR></TorquePoint><TorquePoint ID="5"><DIAM>4.5</DIAM><FACTOR>5</FACTOR></TorquePoint><TorquePoint ID="6"><DIAM>6</DIAM><FACTOR>4</FACTOR></TorquePoint><TorquePoint ID="7"><DIAM>8</DIAM><FACTOR>3</FACTOR></TorquePoint></PointData></TorqueInstallationProfile></TorqueInstallationFactors><DisturbanceFactors ID="PlateInstallationDisturbance"><Points>3</Points><PointData ID="3"><DisturbanceFactor ID="0"><m>1</m><mEL>1</mEL><mTension>1</mTension><mEL_Tension>1</mEL_Tension></DisturbanceFactor><DisturbanceFactor ID="1"><m>0.8</m><mEL>0.8</mEL><mTension>0.8</mTension><mEL_Tension>0.8</mEL_Tension></DisturbanceFactor><DisturbanceFactor ID="2"><m>0.7</m><mEL>0.7</mEL><mTension>0.7</mTension><mEL_Tension>0.7</mEL_Tension></DisturbanceFactor><DisturbanceFactor ID="3"><m>0.6</m><mEL>0.6</mEL><mTension>0.6</mTension><mEL_Tension>0.6</mEL_Tension></DisturbanceFactor></PointData></DisturbanceFactors><PileAnalysisProfiles ID="5"><PileAnalysisProfile ID="0"><Name>Drilled pile methods</Name><PileInstallMethod>1</PileInstallMethod><HelicalAnalysisSettings ID="Drilled pile methods"><DFRP>66</DFRP><DFRC>100</DFRC><FS_HelicalBearing>3</FS_HelicalBearing><FS_HelicalShaft>3</FS_HelicalShaft><UseLimitingEffectiveStress>False</UseLimitingEffectiveStress><LimitSVE>0</LimitSVE><UseSoilBonds>False</UseSoilBonds><IncludeShaftFriction>False</IncludeShaftFriction><TorqueRating>0</TorqueRating><TorqueFactorProfile>0</TorqueFactorProfile><UseTorqueRatingMethod>False</UseTorqueRatingMethod><ElasticModification>5</ElasticModification><ExamineDesignLife>False</ExamineDesignLife><TimeDesign>0</TimeDesign><CorrosionApproach>0</CorrosionApproach><ExposureClassification>0</ExposureClassification><Shaft_Friction_Method>3</Shaft_Friction_Method><IncludeTipResistance>True</IncludeTipResistance><OptionLimitBearingDgamma>False</OptionLimitBearingDgamma><LimitFactorBearingDgamma>0</LimitFactorBearingDgamma><BearingCapEquation>0</BearingCapEquation><BearingCapacityFormulation>4</BearingCapacityFormulation><IgnoreCylinderMode>False</IgnoreCylinderMode><PerformDepthAnalysis>False</PerformDepthAnalysis><DeltaDepth>1</DeltaDepth><MaxDepth>0</MaxDepth><PerformSettlementAnalysis>True</PerformSettlementAnalysis><DefineCapFromSettlement>False</DefineCapFromSettlement><ConsiderDisturbanceEffects>False</ConsiderDisturbanceEffects><Settlement_Shaft_RM>4</Settlement_Shaft_RM><Settlement_Shaft_EXP>1</Settlement_Shaft_EXP><Settlement_Ymax>2</Settlement_Ymax><Settlement_Aeffect>100</Settlement_Aeffect><Settlement_IncludeCorrosion>False</Settlement_IncludeCorrosion><Settlement_EXP_Rf>0.9</Settlement_EXP_Rf><Settlement_UseForOptimization>False</Settlement_UseForOptimization><UseShaftDisturbanceFactor>False</UseShaftDisturbanceFactor><ShaftDisturbanceFactor>1</ShaftDisturbanceFactor><SoilFrictionFromSPT>3</SoilFrictionFromSPT><Soil_EstimateE_FromSPT>False</Soil_EstimateE_FromSPT><Soil_EstimateSu_FromSPT>False</Soil_EstimateSu_FromSPT><Soil_EstimateOCR_FromSPT>True</Soil_EstimateOCR_FromSPT><Soil_EstimateRQD_FromRecord >0</Soil_EstimateRQD_FromRecord ><TiebackSection ID="TiebackSettings"><Name>Tieback</Name><StrandColor>-16777216</StrandColor><FixColor>-2894893</FixColor><Fmax>183.06</Fmax><Fall>183.06</Fall><FmaxGEO>0</FmaxGEO><FallGEO>0</FallGEO><FSgeo>2</FSgeo><UserGeoCap>False</UserGeoCap><IsPressured>False</IsPressured><Pressure>20</Pressure><Efree>29000</Efree><Nstrands>4</Nstrands><Dstrand>0.6</Dstrand><Dinternal>0</Dinternal><Astrand>0.283</Astrand><Fy>270</Fy><Afree>1.13</Afree><Efix>4030.51</Efix><Afix>12.566</Afix><Dfix>4</Dfix><Fc>5</Fc><AllSTR>0.5</AllSTR><UseDFR_mult>True</UseDFR_mult><DFRmult>1</DFRmult><Cmult>1</Cmult><Adhesion_Mode>4</Adhesion_Mode><Clim1>1</Clim1><aC1>0.8</aC1><Clim2>2</Clim2><aC2>0.5</aC2><UseWire>True</UseWire><UseHelical>False</UseHelical><Helical_Index>0</Helical_Index><ConcMatIndex>2</ConcMatIndex><RebarMatIndex>4</RebarMatIndex><BarName /><Manufacturer /><Telephone /><ManWeb /><ManCountry /><Ixx>0</Ixx><Sxx>0</Sxx><Zxx>0</Zxx><MUxx>0</MUxx><VUxx>0</VUxx><Type>0</Type></TiebackSection><Use_AdditionalMultipliersOnShaft>False</Use_AdditionalMultipliersOnShaft><MULT_Shaft_Friction>1</MULT_Shaft_Friction><MULT_Shaft_Cohesion>1</MULT_Shaft_Cohesion><PileSTRcode>0</PileSTRcode><DrilledPile_SteelADH>0.4</DrilledPile_SteelADH><DrilledPile_NcrRock>2.5</DrilledPile_NcrRock><DrilledPile_QRockMethod>1</DrilledPile_QRockMethod><UseMobAxialForSTRcheckAxial>False</UseMobAxialForSTRcheckAxial><IncludePileWeight>0</IncludePileWeight><CPT_fsSideMethod>0</CPT_fsSideMethod><CPT_fs_PercentToUpper>25</CPT_fs_PercentToUpper><CPT_EstTipProperties>False</CPT_EstTipProperties><CPT_TipMethod>0</CPT_TipMethod><CPT_TipSearchMethod>0</CPT_TipSearchMethod><CPT_SearchD_aboveTip>4</CPT_SearchD_aboveTip><CPT_SearchD_belowTip>4</CPT_SearchD_belowTip><CPT_TipUseGeometricAverage>False</CPT_TipUseGeometricAverage><DisturbanceMethodHelical_Clays>-1</DisturbanceMethodHelical_Clays><PileTestingMethod>0</PileTestingMethod><PercentTestedPiles>1</PercentTestedPiles><UseMaximumUpliftQultAsPercentageOfSVE>False</UseMaximumUpliftQultAsPercentageOfSVE><PercentMaxUpliftSVE>75</PercentMaxUpliftSVE><SettlementAnalysisCurves>0</SettlementAnalysisCurves><LimitShaftResistanceMode>0</LimitShaftResistanceMode><LateralPileAnalysisSettings ID="Drilled pile methods"><AnalysisType>0</AnalysisType><HeadIsFixedForRotation>False</HeadIsFixedForRotation><IsCyclicLoading>False</IsCyclicLoading><NoCycles>5000</NoCycles><NonLinearPile>False</NonLinearPile><EstimatePropertiesFromSPTorCPT>False</EstimatePropertiesFromSPTorCPT><DX ID="PUSHOVER"><Points>8</Points><Point ID="0"><Value>0</Value></Point><Point ID="1"><Value>0.125</Value></Point><Point ID="2"><Value>0.25</Value></Point><Point ID="3"><Value>0.375</Value></Point><Point ID="4"><Value>0.5</Value></Point><Point ID="5"><Value>0.75</Value></Point><Point ID="6"><Value>1</Value></Point><Point ID="7"><Value>1.5</Value></Point><Point ID="8"><Value>2</Value></Point></DX><UsePYmultipliers>False</UsePYmultipliers><ReportAtDXlevel>False</ReportAtDXlevel><DXreport>0.375</DXreport><IgnoreGeorgiadisCorrect>False</IgnoreGeorgiadisCorrect><UseCustomTolerance>False</UseCustomTolerance><CustomTolerancePercent>0.1</CustomTolerancePercent><DYN_dt>0.01</DYN_dt><DYN_N>100</DYN_N><PYmult ID="ID"><Points>1</Points><Point ID="0"><D>0</D>1<Y>1</Y></Point><Point ID="1"><D>1</D>1<Y>1</Y></Point></PYmult></LateralPileAnalysisSettings><PileRiskRating d5p1:ID="" xmlns:d5p1="Drilled pile methods"><RiskMethod>0</RiskMethod><IsHighRedundancy>False</IsHighRedundancy><GeologicalComplexity>3</GeologicalComplexity><ExtendGroundInvestigation>3</ExtendGroundInvestigation><AmountAndQualityOfGeotechnicalData>5</AmountAndQualityOfGeotechnicalData><ExperienceWithSimilar>3</ExperienceWithSimilar><MethodOfAssesmentGeotechParameters>3</MethodOfAssesmentGeotechParameters><DesignAdoptedMethod>2</DesignAdoptedMethod><MethodOfUtilizingInSituAndInstallation>3</MethodOfUtilizingInSituAndInstallation><LevelOfConstructionControl>3</LevelOfConstructionControl><LevelOfPerfomanceMonitoringAfterConstruction>5</LevelOfPerfomanceMonitoringAfterConstruction></PileRiskRating><DownDragAnalysisSettings ID="Drilled pile 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>0</Soil_EstimateRQD_FromRecord ><TiebackSection ID="TiebackSettings"><Name>Tieback</Name><StrandColor>-16777216</StrandColor><FixColor>-2894893</FixColor><Fmax>183.06</Fmax><Fall>183.06</Fall><FmaxGEO>0</FmaxGEO><FallGEO>0</FallGEO><FSgeo>2</FSgeo><UserGeoCap>False</UserGeoCap><IsPressured>False</IsPressured><Pressure>20</Pressure><Efree>29000</Efree><Nstrands>4</Nstrands><Dstrand>0.6</Dstrand><Dinternal>0</Dinternal><Astrand>0.283</Astrand><Fy>270</Fy><Afree>1.13</Afree><Efix>4030.51</Efix><Afix>12.566</Afix><Dfix>4</Dfix><Fc>5</Fc><AllSTR>0.5</AllSTR><UseDFR_mult>True</UseDFR_mult><DFRmult>1</DFRmult><Cmult>1</Cmult><Adhesion_Mode>4</Adhesion_Mode><Clim1>1</Clim1><aC1>0.8</aC1><Clim2>2</Clim2><aC2>0.5</aC2><UseWire>True</UseWire><UseHelical>False</UseHelical><Helical_Index>0</Helical_Index><ConcMatIndex>2</ConcMatIndex><RebarMatIndex>4</RebarMatIndex><BarName /><Manufacturer /><Telephone /><ManWeb /><ManCountry /><Ixx>0</Ixx><Sxx>0</Sxx><Zxx>0</Zxx><MUxx>0</MUxx><VUxx>0</VUxx><Type>0</Type></TiebackSection><Use_AdditionalMultipliersOnShaft>False</Use_AdditionalMultipliersOnShaft><MULT_Shaft_Friction>1</MULT_Shaft_Friction><MULT_Shaft_Cohesion>1</MULT_Shaft_Cohesion><PileSTRcode>0</PileSTRcode><DrilledPile_SteelADH>0.4</DrilledPile_SteelADH><DrilledPile_NcrRock>2.5</DrilledPile_NcrRock><DrilledPile_QRockMethod>1</DrilledPile_QRockMethod><UseMobAxialForSTRcheckAxial>False</UseMobAxialForSTRcheckAxial><IncludePileWeight>0</IncludePileWeight><CPT_fsSideMethod>0</CPT_fsSideMethod><CPT_fs_PercentToUpper>25</CPT_fs_PercentToUpper><CPT_EstTipProperties>False</CPT_EstTipProperties><CPT_TipMethod>0</CPT_TipMethod><CPT_TipSearchMethod>0</CPT_TipSearchMethod><CPT_SearchD_aboveTip>4</CPT_SearchD_aboveTip><CPT_SearchD_belowTip>4</CPT_SearchD_belowTip><CPT_TipUseGeometricAverage>False</CPT_TipUseGeometricAverage><DisturbanceMethodHelical_Clays>-1</DisturbanceMethodHelical_Clays><PileTestingMethod>0</PileTestingMethod><PercentTestedPiles>1</PercentTestedPiles><UseMaximumUpliftQultAsPercentageOfSVE>False</UseMaximumUpliftQultAsPercentageOfSVE><PercentMaxUpliftSVE>75</PercentMaxUpliftSVE><SettlementAnalysisCurves>0</SettlementAnalysisCurves><LimitShaftResistanceMode>0</LimitShaftResistanceMode><LateralPileAnalysisSettings ID="Caisson pile methods"><AnalysisType>0</AnalysisType><HeadIsFixedForRotation>False</HeadIsFixedForRotation><IsCyclicLoading>False</IsCyclicLoading><NoCycles>5000</NoCycles><NonLinearPile>False</NonLinearPile><EstimatePropertiesFromSPTorCPT>False</EstimatePropertiesFromSPTorCPT><DX ID="PUSHOVER"><Points>8</Points><Point ID="0"><Value>0</Value></Point><Point ID="1"><Value>0.125</Value></Point><Point ID="2"><Value>0.25</Value></Point><Point ID="3"><Value>0.375</Value></Point><Point ID="4"><Value>0.5</Value></Point><Point ID="5"><Value>0.75</Value></Point><Point ID="6"><Value>1</Value></Point><Point ID="7"><Value>1.5</Value></Point><Point ID="8"><Value>2</Value></Point></DX><UsePYmultipliers>False</UsePYmultipliers><ReportAtDXlevel>False</ReportAtDXlevel><DXreport>0.375</DXreport><IgnoreGeorgiadisCorrect>False</IgnoreGeorgiadisCorrect><UseCustomTolerance>False</UseCustomTolerance><CustomTolerancePercent>0.1</CustomTolerancePercent><DYN_dt>0.01</DYN_dt><DYN_N>100</DYN_N><PYmult ID="ID"><Points>1</Points><Point ID="0"><D>0</D>1<Y>1</Y></Point><Point ID="1"><D>1</D>1<Y>1</Y></Point></PYmult></LateralPileAnalysisSettings><PileRiskRating d5p1:ID="" xmlns:d5p1="Caisson pile methods"><RiskMethod>0</RiskMethod><IsHighRedundancy>False</IsHighRedundancy><GeologicalComplexity>3</GeologicalComplexity><ExtendGroundInvestigation>3</ExtendGroundInvestigation><AmountAndQualityOfGeotechnicalData>5</AmountAndQualityOfGeotechnicalData><ExperienceWithSimilar>3</ExperienceWithSimilar><MethodOfAssesmentGeotechParameters>3</MethodOfAssesmentGeotechParameters><DesignAdoptedMethod>2</DesignAdoptedMethod><MethodOfUtilizingInSituAndInstallation>3</MethodOfUtilizingInSituAndInstallation><LevelOfConstructionControl>3</LevelOfConstructionControl><LevelOfPerfomanceMonitoringAfterConstruction>5</LevelOfPerfomanceMonitoringAfterConstruction></PileRiskRating><DownDragAnalysisSettings ID="Caisson pile methods"><ANALYSIS_TYPE>0</ANALYSIS_TYPE><NeutralZoneDefinition>0</NeutralZoneDefinition><EL>0</EL><Depth>0</Depth><DP ID="list"><Npoints>-1</Npoints></DP><InitialDepth>0</InitialDepth><TOL>5</TOL></DownDragAnalysisSettings></HelicalAnalysisSettings></PileAnalysisProfile><PileAnalysisProfile ID="2"><Name>CFA pile methods</Name><PileInstallMethod>1</PileInstallMethod><HelicalAnalysisSettings ID="CFA pile methods"><DFRP>66</DFRP><DFRC>100</DFRC><FS_HelicalBearing>3</FS_HelicalBearing><FS_HelicalShaft>3</FS_HelicalShaft><UseLimitingEffectiveStress>False</UseLimitingEffectiveStress><LimitSVE>0</LimitSVE><UseSoilBonds>False</UseSoilBonds><IncludeShaftFriction>False</IncludeShaftFriction><TorqueRating>0</TorqueRating><TorqueFactorProfile>0</TorqueFactorProfile><UseTorqueRatingMethod>False</UseTorqueRatingMethod><ElasticModification>5</ElasticModification><ExamineDesignLife>False</ExamineDesignLife><TimeDesign>0</TimeDesign><CorrosionApproach>0</CorrosionApproach><ExposureClassification>0</ExposureClassification><Shaft_Friction_Method>2</Shaft_Friction_Method><IncludeTipResistance>True</IncludeTipResistance><OptionLimitBearingDgamma>False</OptionLimitBearingDgamma><LimitFactorBearingDgamma>0</LimitFactorBearingDgamma><BearingCapEquation>0</BearingCapEquation><BearingCapacityFormulation>3</BearingCapacityFormulation><IgnoreCylinderMode>False</IgnoreCylinderMode><PerformDepthAnalysis>False</PerformDepthAnalysis><DeltaDepth>1</DeltaDepth><MaxDepth>0</MaxDepth><PerformSettlementAnalysis>True</PerformSettlementAnalysis><DefineCapFromSettlement>False</DefineCapFromSettlement><ConsiderDisturbanceEffects>False</ConsiderDisturbanceEffects><Settlement_Shaft_RM>4</Settlement_Shaft_RM><Settlement_Shaft_EXP>1</Settlement_Shaft_EXP><Settlement_Ymax>2</Settlement_Ymax><Settlement_Aeffect>100</Settlement_Aeffect><Settlement_IncludeCorrosion>False</Settlement_IncludeCorrosion><Settlement_EXP_Rf>0.9</Settlement_EXP_Rf><Settlement_UseForOptimization>False</Settlement_UseForOptimization><UseShaftDisturbanceFactor>False</UseShaftDisturbanceFactor><ShaftDisturbanceFactor>1</ShaftDisturbanceFactor><SoilFrictionFromSPT>0</SoilFrictionFromSPT><Soil_EstimateE_FromSPT>False</Soil_EstimateE_FromSPT><Soil_EstimateSu_FromSPT>False</Soil_EstimateSu_FromSPT><Soil_EstimateOCR_FromSPT>False</Soil_EstimateOCR_FromSPT><Soil_EstimateRQD_FromRecord >0</Soil_EstimateRQD_FromRecord ><TiebackSection ID="TiebackSettings"><Name>Tieback</Name><StrandColor>-16777216</StrandColor><FixColor>-2894893</FixColor><Fmax>183.06</Fmax><Fall>183.06</Fall><FmaxGEO>0</FmaxGEO><FallGEO>0</FallGEO><FSgeo>2</FSgeo><UserGeoCap>False</UserGeoCap><IsPressured>False</IsPressured><Pressure>20</Pressure><Efree>29000</Efree><Nstrands>4</Nstrands><Dstrand>0.6</Dstrand><Dinternal>0</Dinternal><Astrand>0.283</Astrand><Fy>270</Fy><Afree>1.13</Afree><Efix>4030.51</Efix><Afix>12.566</Afix><Dfix>4</Dfix><Fc>5</Fc><AllSTR>0.5</AllSTR><UseDFR_mult>True</UseDFR_mult><DFRmult>1</DFRmult><Cmult>1</Cmult><Adhesion_Mode>3</Adhesion_Mode><Clim1>1</Clim1><aC1>0.8</aC1><Clim2>2</Clim2><aC2>0.5</aC2><UseWire>True</UseWire><UseHelical>False</UseHelical><Helical_Index>0</Helical_Index><ConcMatIndex>2</ConcMatIndex><RebarMatIndex>4</RebarMatIndex><BarName /><Manufacturer /><Telephone /><ManWeb /><ManCountry /><Ixx>0</Ixx><Sxx>0</Sxx><Zxx>0</Zxx><MUxx>0</MUxx><VUxx>0</VUxx><Type>0</Type></TiebackSection><Use_AdditionalMultipliersOnShaft>False</Use_AdditionalMultipliersOnShaft><MULT_Shaft_Friction>1</MULT_Shaft_Friction><MULT_Shaft_Cohesion>1</MULT_Shaft_Cohesion><PileSTRcode>0</PileSTRcode><DrilledPile_SteelADH>0.4</DrilledPile_SteelADH><DrilledPile_NcrRock>2.5</DrilledPile_NcrRock><DrilledPile_QRockMethod>1</DrilledPile_QRockMethod><UseMobAxialForSTRcheckAxial>False</UseMobAxialForSTRcheckAxial><IncludePileWeight>0</IncludePileWeight><CPT_fsSideMethod>0</CPT_fsSideMethod><CPT_fs_PercentToUpper>25</CPT_fs_PercentToUpper><CPT_EstTipProperties>False</CPT_EstTipProperties><CPT_TipMethod>0</CPT_TipMethod><CPT_TipSearchMethod>0</CPT_TipSearchMethod><CPT_SearchD_aboveTip>4</CPT_SearchD_aboveTip><CPT_SearchD_belowTip>4</CPT_SearchD_belowTip><CPT_TipUseGeometricAverage>False</CPT_TipUseGeometricAverage><DisturbanceMethodHelical_Clays>-1</DisturbanceMethodHelical_Clays><PileTestingMethod>0</PileTestingMethod><PercentTestedPiles>1</PercentTestedPiles><UseMaximumUpliftQultAsPercentageOfSVE>False</UseMaximumUpliftQultAsPercentageOfSVE><PercentMaxUpliftSVE>75</PercentMaxUpliftSVE><SettlementAnalysisCurves>0</SettlementAnalysisCurves><LimitShaftResistanceMode>0</LimitShaftResistanceMode><LateralPileAnalysisSettings ID="CFA pile methods"><AnalysisType>0</AnalysisType><HeadIsFixedForRotation>False</HeadIsFixedForRotation><IsCyclicLoading>False</IsCyclicLoading><NoCycles>5000</NoCycles><NonLinearPile>False</NonLinearPile><EstimatePropertiesFromSPTorCPT>False</EstimatePropertiesFromSPTorCPT><DX ID="PUSHOVER"><Points>8</Points><Point ID="0"><Value>0</Value></Point><Point ID="1"><Value>0.125</Value></Point><Point ID="2"><Value>0.25</Value></Point><Point ID="3"><Value>0.375</Value></Point><Point ID="4"><Value>0.5</Value></Point><Point ID="5"><Value>0.75</Value></Point><Point ID="6"><Value>1</Value></Point><Point ID="7"><Value>1.5</Value></Point><Point ID="8"><Value>2</Value></Point></DX><UsePYmultipliers>False</UsePYmultipliers><ReportAtDXlevel>False</ReportAtDXlevel><DXreport>0.375</DXreport><IgnoreGeorgiadisCorrect>False</IgnoreGeorgiadisCorrect><UseCustomTolerance>False</UseCustomTolerance><CustomTolerancePercent>0.1</CustomTolerancePercent><DYN_dt>0.01</DYN_dt><DYN_N>100</DYN_N><PYmult 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My ProjectDK14/1/2012Deep Excavation ProjectDeep Excavation LLC-151515-301200000000Boring 15000300000110.5-10410.441-25610.412B-25000400000110.5-10410.441-25610.412-40710.501Pipe 3"30.252.162.061.371.371.8960.9774.117204434685067.427.42True2280.375100400.33FalseFalse2100.375100400.4963FalseFalse~~2.5~~120.375100400.7363FalseFalse30.25658029000140.4140.485.503.253625False09.42477796076938False000000005014ft Diam. Drilled Pile48318110.210260576.31809.55700#9#4101212FalseFalse00000004266.6666666666667False011201000017531W27 Beam Driven Pile00FalseW27X146

W27X146

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/><Ixx>0</Ixx><Sxx>0</Sxx><Zxx>0</Zxx><MUxx>0</MUxx><VUxx>0</VUxx><Type>0</Type></TiebackSection><Use_AdditionalMultipliersOnShaft>False</Use_AdditionalMultipliersOnShaft><MULT_Shaft_Friction>1</MULT_Shaft_Friction><MULT_Shaft_Cohesion>1</MULT_Shaft_Cohesion><PileSTRcode>0</PileSTRcode><DrilledPile_SteelADH>0.4</DrilledPile_SteelADH><DrilledPile_NcrRock>2.5</DrilledPile_NcrRock><DrilledPile_QRockMethod>1</DrilledPile_QRockMethod><UseMobAxialForSTRcheckAxial>False</UseMobAxialForSTRcheckAxial><IncludePileWeight>0</IncludePileWeight><CPT_fsSideMethod>0</CPT_fsSideMethod><CPT_fs_PercentToUpper>25</CPT_fs_PercentToUpper><CPT_EstTipProperties>False</CPT_EstTipProperties><CPT_TipMethod>0</CPT_TipMethod><CPT_TipSearchMethod>0</CPT_TipSearchMethod><CPT_SearchD_aboveTip>4</CPT_SearchD_aboveTip><CPT_SearchD_belowTip>4</CPT_SearchD_belowTip><CPT_TipUseGeometricAverage>False</CPT_TipUseGeometricAverage><DisturbanceMethodHelical_Clays>-1</DisturbanceMethodHelical_Clays><PileTestingMethod>0</PileTestingMethod><PercentTestedPiles>1</PercentTestedPiles><UseMaximumUpliftQultAsPercentageOfSVE>False</UseMaximumUpliftQultAsPercentageOfSVE><PercentMaxUpliftSVE>75</PercentMaxUpliftSVE><SettlementAnalysisCurves>0</SettlementAnalysisCurves><LimitShaftResistanceMode>0</LimitShaftResistanceMode><LateralPileAnalysisSettings ID="Caisson pile methods"><AnalysisType>0</AnalysisType><HeadIsFixedForRotation>False</HeadIsFixedForRotation><IsCyclicLoading>False</IsCyclicLoading><NoCycles>5000</NoCycles><NonLinearPile>False</NonLinearPile><EstimatePropertiesFromSPTorCPT>False</EstimatePropertiesFromSPTorCPT><DX ID="PUSHOVER"><Points>8</Points><Point ID="0"><Value>0</Value></Point><Point ID="1"><Value>0.125</Value></Point><Point ID="2"><Value>0.25</Value></Point><Point ID="3"><Value>0.375</Value></Point><Point ID="4"><Value>0.5</Value></Point><Point ID="5"><Value>0.75</Value></Point><Point ID="6"><Value>1</Value></Point><Point ID="7"><Value>1.5</Value></Point><Point ID="8"><Value>2</Value></Point></DX><UsePYmultipliers>False</UsePYmultipliers><ReportAtDXlevel>False</ReportAtDXlevel><DXreport>0.375</DXreport><IgnoreGeorgiadisCorrect>False</IgnoreGeorgiadisCorrect><UseCustomTolerance>False</UseCustomTolerance><CustomTolerancePercent>0.1</CustomTolerancePercent><DYN_dt>0.01</DYN_dt><DYN_N>100</DYN_N><PYmult ID="ID"><Points>1</Points><Point ID="0"><D>0</D>1<Y>1</Y></Point><Point ID="1"><D>1</D>1<Y>1</Y></Point></PYmult></LateralPileAnalysisSettings><PileRiskRating d5p1:ID="" xmlns:d5p1="Caisson pile methods"><RiskMethod>0</RiskMethod><IsHighRedundancy>False</IsHighRedundancy><GeologicalComplexity>3</GeologicalComplexity><ExtendGroundInvestigation>3</ExtendGroundInvestigation><AmountAndQualityOfGeotechnicalData>5</AmountAndQualityOfGeotechnicalData><ExperienceWithSimilar>3</ExperienceWithSimilar><MethodOfAssesmentGeotechParameters>3</MethodOfAssesmentGeotechParameters><DesignAdoptedMethod>2</DesignAdoptedMethod><MethodOfUtilizingInSituAndInstallation>3</MethodOfUtilizingInSituAndInstallation><LevelOfConstructionControl>3</LevelOfConstructionControl><LevelOfPerfomanceMonitoringAfterConstruction>5</LevelOfPerfomanceMonitoringAfterConstruction></PileRiskRating><DownDragAnalysisSettings ID="Caisson pile methods"><ANALYSIS_TYPE>0</ANALYSIS_TYPE><NeutralZoneDefinition>0</NeutralZoneDefinition><EL>0</EL><Depth>0</Depth><DP ID="list"><Npoints>-1</Npoints></DP><InitialDepth>0</InitialDepth><TOL>5</TOL></DownDragAnalysisSettings></HelicalAnalysisSettings></PileAnalysisProfile><PileAnalysisProfile ID="2"><Name>CFA pile methods</Name><PileInstallMethod>1</PileInstallMethod><HelicalAnalysisSettings ID="CFA pile methods"><DFRP>66</DFRP><DFRC>100</DFRC><FS_HelicalBearing>3</FS_HelicalBearing><FS_HelicalShaft>3</FS_HelicalShaft><UseLimitingEffectiveStress>False</UseLimitingEffectiveStress><LimitSVE>0</LimitSVE><UseSoilBonds>False</UseSoilBonds><IncludeShaftFriction>False</IncludeShaftFriction><TorqueRating>0</TorqueRating><TorqueFactorProfile>0</TorqueFactorProfile><UseTorqueRatingMethod>False</UseTorqueRatingMethod><ElasticModification>5</ElasticModification><ExamineDesignLife>False</ExamineDesignLife><TimeDesign>0</TimeDesign><CorrosionApproach>0</CorrosionApproach><ExposureClassification>0</ExposureClassification><Shaft_Friction_Method>2</Shaft_Friction_Method><IncludeTipResistance>True</IncludeTipResistance><OptionLimitBearingDgamma>False</OptionLimitBearingDgamma><LimitFactorBearingDgamma>0</LimitFactorBearingDgamma><BearingCapEquation>0</BearingCapEquation><BearingCapacityFormulation>3</BearingCapacityFormulation><IgnoreCylinderMode>False</IgnoreCylinderMode><PerformDepthAnalysis>False</PerformDepthAnalysis><DeltaDepth>1</DeltaDepth><MaxDepth>0</MaxDepth><PerformSettlementAnalysis>True</PerformSettlementAnalysis><DefineCapFromSettlement>False</DefineCapFromSettlement><ConsiderDisturbanceEffects>False</ConsiderDisturbanceEffects><Settlement_Shaft_RM>4</Settlement_Shaft_RM><Settlement_Shaft_EXP>1</Settlement_Shaft_EXP><Settlement_Ymax>2</Settlement_Ymax><Settlement_Aeffect>100</Settlement_Aeffect><Settlement_IncludeCorrosion>False</Settlement_IncludeCorrosion><Settlement_EXP_Rf>0.9</Settlement_EXP_Rf><Settlement_UseForOptimization>False</Settlement_UseForOptimization><UseShaftDisturbanceFactor>False</UseShaftDisturbanceFactor><ShaftDisturbanceFactor>1</ShaftDisturbanceFactor><SoilFrictionFromSPT>0</SoilFrictionFromSPT><Soil_EstimateE_FromSPT>False</Soil_EstimateE_FromSPT><Soil_EstimateSu_FromSPT>False</Soil_EstimateSu_FromSPT><Soil_EstimateOCR_FromSPT>False</Soil_EstimateOCR_FromSPT><Soil_EstimateRQD_FromRecord >0</Soil_EstimateRQD_FromRecord ><TiebackSection ID="TiebackSettings"><Name>Tieback</Name><StrandColor>-16777216</StrandColor><FixColor>-2894893</FixColor><Fmax>183.06</Fmax><Fall>183.06</Fall><FmaxGEO>0</FmaxGEO><FallGEO>0</FallGEO><FSgeo>2</FSgeo><UserGeoCap>False</UserGeoCap><IsPressured>False</IsPressured><Pressure>20</Pressure><Efree>29000</Efree><Nstrands>4</Nstrands><Dstrand>0.6</Dstrand><Dinternal>0</Dinternal><Astrand>0.283</Astrand><Fy>270</Fy><Afree>1.13</Afree><Efix>4030.51</Efix><Afix>12.566</Afix><Dfix>4</Dfix><Fc>5</Fc><AllSTR>0.5</AllSTR><UseDFR_mult>True</UseDFR_mult><DFRmult>1</DFRmult><Cmult>1</Cmult><Adhesion_Mode>3</Adhesion_Mode><Clim1>1</Clim1><aC1>0.8</aC1><Clim2>2</Clim2><aC2>0.5</aC2><UseWire>True</UseWire><UseHelical>False</UseHelical><Helical_Index>0</Helical_Index><ConcMatIndex>2</ConcMatIndex><RebarMatIndex>4</RebarMatIndex><BarName /><Manufacturer /><Telephone /><ManWeb /><ManCountry /><Ixx>0</Ixx><Sxx>0</Sxx><Zxx>0</Zxx><MUxx>0</MUxx><VUxx>0</VUxx><Type>0</Type></TiebackSection><Use_AdditionalMultipliersOnShaft>False</Use_AdditionalMultipliersOnShaft><MULT_Shaft_Friction>1</MULT_Shaft_Friction><MULT_Shaft_Cohesion>1</MULT_Shaft_Cohesion><PileSTRcode>0</PileSTRcode><DrilledPile_SteelADH>0.4</DrilledPile_SteelADH><DrilledPile_NcrRock>2.5</DrilledPile_NcrRock><DrilledPile_QRockMethod>1</DrilledPile_QRockMethod><UseMobAxialForSTRcheckAxial>False</UseMobAxialForSTRcheckAxial><IncludePileWeight>0</IncludePileWeight><CPT_fsSideMethod>0</CPT_fsSideMethod><CPT_fs_PercentToUpper>25</CPT_fs_PercentToUpper><CPT_EstTipProperties>False</CPT_EstTipProperties><CPT_TipMethod>0</CPT_TipMethod><CPT_TipSearchMethod>0</CPT_TipSearchMethod><CPT_SearchD_aboveTip>4</CPT_SearchD_aboveTip><CPT_SearchD_belowTip>4</CPT_SearchD_belowTip><CPT_TipUseGeometricAverage>False</CPT_TipUseGeometricAverage><DisturbanceMethodHelical_Clays>-1</DisturbanceMethodHelical_Clays><PileTestingMethod>0</PileTestingMethod><PercentTestedPiles>1</PercentTestedPiles><UseMaximumUpliftQultAsPercentageOfSVE>False</UseMaximumUpliftQultAsPercentageOfSVE><PercentMaxUpliftSVE>75</PercentMaxUpliftSVE><SettlementAnalysisCurves>0</SettlementAnalysisCurves><LimitShaftResistanceMode>0</LimitShaftResistanceMode><LateralPileAnalysisSettings ID="CFA pile methods"><AnalysisType>0</AnalysisType><HeadIsFixedForRotation>False</HeadIsFixedForRotation><IsCyclicLoading>False</IsCyclicLoading><NoCycles>5000</NoCycles><NonLinearPile>False</NonLinearPile><EstimatePropertiesFromSPTorCPT>False</EstimatePropertiesFromSPTorCPT><DX ID="PUSHOVER"><Points>8</Points><Point ID="0"><Value>0</Value></Point><Point ID="1"><Value>0.125</Value></Point><Point ID="2"><Value>0.25</Value></Point><Point ID="3"><Value>0.375</Value></Point><Point ID="4"><Value>0.5</Value></Point><Point ID="5"><Value>0.75</Value></Point><Point ID="6"><Value>1</Value></Point><Point ID="7"><Value>1.5</Value></Point><Point ID="8"><Value>2</Value></Point></DX><UsePYmultipliers>False</UsePYmultipliers><ReportAtDXlevel>False</ReportAtDXlevel><DXreport>0.375</DXreport><IgnoreGeorgiadisCorrect>False</IgnoreGeorgiadisCorrect><UseCustomTolerance>False</UseCustomTolerance><CustomTolerancePercent>0.1</CustomTolerancePercent><DYN_dt>0.01</DYN_dt><DYN_N>100</DYN_N><PYmult ID="ID"><Points>1</Points><Point ID="0"><D>0</D>1<Y>1</Y></Point><Point ID="1"><D>1</D>1<Y>1</Y></Point></PYmult></LateralPileAnalysisSettings><PileRiskRating d5p1:ID="" xmlns:d5p1="CFA pile methods"><RiskMethod>0</RiskMethod><IsHighRedundancy>False</IsHighRedundancy><GeologicalComplexity>3</GeologicalComplexity><ExtendGroundInvestigation>3</ExtendGroundInvestigation><AmountAndQualityOfGeotechnicalData>5</AmountAndQualityOfGeotechnicalData><ExperienceWithSimilar>3</ExperienceWithSimilar><MethodOfAssesmentGeotechParameters>3</MethodOfAssesmentGeotechParameters><DesignAdoptedMethod>2</DesignAdoptedMethod><MethodOfUtilizingInSituAndInstallation>3</MethodOfUtilizingInSituAndInstallation><LevelOfConstructionControl>3</LevelOfConstructionControl><LevelOfPerfomanceMonitoringAfterConstruction>5</LevelOfPerfomanceMonitoringAfterConstruction></PileRiskRating><DownDragAnalysisSettings ID="CFA pile methods"><ANALYSIS_TYPE>0</ANALYSIS_TYPE><NeutralZoneDefinition>0</NeutralZoneDefinition><EL>0</EL><Depth>0</Depth><DP ID="list"><Npoints>-1</Npoints></DP><InitialDepth>0</InitialDepth><TOL>5</TOL></DownDragAnalysisSettings></HelicalAnalysisSettings></PileAnalysisProfile><PileAnalysisProfile ID="3"><Name>Drilled-in-displacement pile methods</Name><PileInstallMethod>6</PileInstallMethod><HelicalAnalysisSettings ID="Drilled-in-displacement pile methods"><DFRP>66</DFRP><DFRC>100</DFRC><FS_HelicalBearing>3</FS_HelicalBearing><FS_HelicalShaft>3</FS_HelicalShaft><UseLimitingEffectiveStress>False</UseLimitingEffectiveStress><LimitSVE>0</LimitSVE><UseSoilBonds>False</UseSoilBonds><IncludeShaftFriction>False</IncludeShaftFriction><TorqueRating>0</TorqueRating><TorqueFactorProfile>0</TorqueFactorProfile><UseTorqueRatingMethod>False</UseTorqueRatingMethod><ElasticModification>5</ElasticModification><ExamineDesignLife>False</ExamineDesignLife><TimeDesign>0</TimeDesign><CorrosionApproach>0</CorrosionApproach><ExposureClassification>0</ExposureClassification><Shaft_Friction_Method>6</Shaft_Friction_Method><IncludeTipResistance>True</IncludeTipResistance><OptionLimitBearingDgamma>False</OptionLimitBearingDgamma><LimitFactorBearingDgamma>0</LimitFactorBearingDgamma><BearingCapEquation>0</BearingCapEquation><BearingCapacityFormulation>3</BearingCapacityFormulation><IgnoreCylinderMode>False</IgnoreCylinderMode><PerformDepthAnalysis>False</PerformDepthAnalysis><DeltaDepth>1</DeltaDepth><MaxDepth>0</MaxDepth><PerformSettlementAnalysis>True</PerformSettlementAnalysis><DefineCapFromSettlement>False</DefineCapFromSettlement><ConsiderDisturbanceEffects>False</ConsiderDisturbanceEffects><Settlement_Shaft_RM>4</Settlement_Shaft_RM><Settlement_Shaft_EXP>1</Settlement_Shaft_EXP><Settlement_Ymax>2</Settlement_Ymax><Settlement_Aeffect>100</Settlement_Aeffect><Settlement_IncludeCorrosion>False</Settlement_IncludeCorrosion><Settlement_EXP_Rf>0.9</Settlement_EXP_Rf><Settlement_UseForOptimization>False</Settlement_UseForOptimization><UseShaftDisturbanceFactor>False</UseShaftDisturbanceFactor><ShaftDisturbanceFactor>1</ShaftDisturbanceFactor><SoilFrictionFromSPT>0</SoilFrictionFromSPT><Soil_EstimateE_FromSPT>False</Soil_EstimateE_FromSPT><Soil_EstimateSu_FromSPT>False</Soil_EstimateSu_FromSPT><Soil_EstimateOCR_FromSPT>False</Soil_EstimateOCR_FromSPT><Soil_EstimateRQD_FromRecord >0</Soil_EstimateRQD_FromRecord ><TiebackSection ID="TiebackSettings"><Name>Tieback</Name><StrandColor>-16777216</StrandColor><FixColor>-2894893</FixColor><Fmax>183.06</Fmax><Fall>183.06</Fall><FmaxGEO>0</FmaxGEO><FallGEO>0</FallGEO><FSgeo>2</FSgeo><UserGeoCap>False</UserGeoCap><IsPressured>False</IsPressured><Pressure>20</Pressure><Efree>29000</Efree><Nstrands>4</Nstrands><Dstrand>0.6</Dstrand><Dinternal>0</Dinternal><Astrand>0.283</Astrand><Fy>270</Fy><Afree>1.13</Afree><Efix>4030.51</Efix><Afix>12.566</Afix><Dfix>4</Dfix><Fc>5</Fc><AllSTR>0.5</AllSTR><UseDFR_mult>True</UseDFR_mult><DFRmult>1</DFRmult><Cmult>1</Cmult><Adhesion_Mode>3</Adhesion_Mode><Clim1>1</Clim1><aC1>0.8</aC1><Clim2>2</Clim2><aC2>0.5</aC2><UseWire>True</UseWire><UseHelical>False</UseHelical><Helical_Index>0</Helical_Index><ConcMatIndex>2</ConcMatIndex><RebarMatIndex>4</RebarMatIndex><BarName /><Manufacturer /><Telephone /><ManWeb /><ManCountry /><Ixx>0</Ixx><Sxx>0</Sxx><Zxx>0</Zxx><MUxx>0</MUxx><VUxx>0</VUxx><Type>0</Type></TiebackSection><Use_AdditionalMultipliersOnShaft>False</Use_AdditionalMultipliersOnShaft><MULT_Shaft_Friction>1</MULT_Shaft_Friction><MULT_Shaft_Cohesion>1</MULT_Shaft_Cohesion><PileSTRcode>0</PileSTRcode><DrilledPile_SteelADH>0.4</DrilledPile_SteelADH><DrilledPile_NcrRock>2.5</DrilledPile_NcrRock><DrilledPile_QRockMethod>1</DrilledPile_QRockMethod><UseMobAxialForSTRcheckAxial>False</UseMobAxialForSTRcheckAxial><IncludePileWeight>0</IncludePileWeight><CPT_fsSideMethod>0</CPT_fsSideMethod><CPT_fs_PercentToUpper>25</CPT_fs_PercentToUpper><CPT_EstTipProperties>False</CPT_EstTipProperties><CPT_TipMethod>0</CPT_TipMethod><CPT_TipSearchMethod>0</CPT_TipSearchMethod><CPT_SearchD_aboveTip>4</CPT_SearchD_aboveTip><CPT_SearchD_belowTip>4</CPT_SearchD_belowTip><CPT_TipUseGeometricAverage>False</CPT_TipUseGeometricAverage><DisturbanceMethodHelical_Clays>-1</DisturbanceMethodHelical_Clays><PileTestingMethod>0</PileTestingMethod><PercentTestedPiles>1</PercentTestedPiles><UseMaximumUpliftQultAsPercentageOfSVE>False</UseMaximumUpliftQultAsPercentageOfSVE><PercentMaxUpliftSVE>75</PercentMaxUpliftSVE><SettlementAnalysisCurves>0</SettlementAnalysisCurves><LimitShaftResistanceMode>0</LimitShaftResistanceMode><LateralPileAnalysisSettings ID="Drilled-in-displacement pile methods"><AnalysisType>0</AnalysisType><HeadIsFixedForRotation>False</HeadIsFixedForRotation><IsCyclicLoading>False</IsCyclicLoading><NoCycles>5000</NoCycles><NonLinearPile>False</NonLinearPile><EstimatePropertiesFromSPTorCPT>False</EstimatePropertiesFromSPTorCPT><DX ID="PUSHOVER"><Points>8</Points><Point ID="0"><Value>0</Value></Point><Point ID="1"><Value>0.125</Value></Point><Point ID="2"><Value>0.25</Value></Point><Point ID="3"><Value>0.375</Value></Point><Point ID="4"><Value>0.5</Value></Point><Point ID="5"><Value>0.75</Value></Point><Point ID="6"><Value>1</Value></Point><Point ID="7"><Value>1.5</Value></Point><Point ID="8"><Value>2</Value></Point></DX><UsePYmultipliers>False</UsePYmultipliers><ReportAtDXlevel>False</ReportAtDXlevel><DXreport>0.375</DXreport><IgnoreGeorgiadisCorrect>False</IgnoreGeorgiadisCorrect><UseCustomTolerance>False</UseCustomTolerance><CustomTolerancePercent>0.1</CustomTolerancePercent><DYN_dt>0.01</DYN_dt><DYN_N>100</DYN_N><PYmult ID="ID"><Points>1</Points><Point ID="0"><D>0</D>1<Y>1</Y></Point><Point ID="1"><D>1</D>1<Y>1</Y></Point></PYmult></LateralPileAnalysisSettings><PileRiskRating d5p1:ID="" xmlns:d5p1="Drilled-in-displacement pile methods"><RiskMethod>0</RiskMethod><IsHighRedundancy>False</IsHighRedundancy><GeologicalComplexity>3</GeologicalComplexity><ExtendGroundInvestigation>3</ExtendGroundInvestigation><AmountAndQualityOfGeotechnicalData>5</AmountAndQualityOfGeotechnicalData><ExperienceWithSimilar>3</ExperienceWithSimilar><MethodOfAssesmentGeotechParameters>3</MethodOfAssesmentGeotechParameters><DesignAdoptedMethod>2</DesignAdoptedMethod><MethodOfUtilizingInSituAndInstallation>3</MethodOfUtilizingInSituAndInstallation><LevelOfConstructionControl>3</LevelOfConstructionControl><LevelOfPerfomanceMonitoringAfterConstruction>5</LevelOfPerfomanceMonitoringAfterConstruction></PileRiskRating><DownDragAnalysisSettings ID="Drilled-in-displacement pile methods"><ANALYSIS_TYPE>0</ANALYSIS_TYPE><NeutralZoneDefinition>0</NeutralZoneDefinition><EL>0</EL><Depth>0</Depth><DP ID="list"><Npoints>-1</Npoints></DP><InitialDepth>0</InitialDepth><TOL>5</TOL></DownDragAnalysisSettings></HelicalAnalysisSettings></PileAnalysisProfile><PileAnalysisProfile ID="4"><Name>Driven pile methods</Name><PileInstallMethod>2</PileInstallMethod><HelicalAnalysisSettings ID="Driven pile methods"><DFRP>66</DFRP><DFRC>66</DFRC><FS_HelicalBearing>3</FS_HelicalBearing><FS_HelicalShaft>3</FS_HelicalShaft><UseLimitingEffectiveStress>False</UseLimitingEffectiveStress><LimitSVE>0</LimitSVE><UseSoilBonds>False</UseSoilBonds><IncludeShaftFriction>False</IncludeShaftFriction><TorqueRating>0</TorqueRating><TorqueFactorProfile>0</TorqueFactorProfile><UseTorqueRatingMethod>False</UseTorqueRatingMethod><ElasticModification>5</ElasticModification><ExamineDesignLife>False</ExamineDesignLife><TimeDesign>0</TimeDesign><CorrosionApproach>0</CorrosionApproach><ExposureClassification>0</ExposureClassification><Shaft_Friction_Method>4</Shaft_Friction_Method><IncludeTipResistance>True</IncludeTipResistance><OptionLimitBearingDgamma>False</OptionLimitBearingDgamma><LimitFactorBearingDgamma>0</LimitFactorBearingDgamma><BearingCapEquation>0</BearingCapEquation><BearingCapacityFormulation>5</BearingCapacityFormulation><IgnoreCylinderMode>False</IgnoreCylinderMode><PerformDepthAnalysis>False</PerformDepthAnalysis><DeltaDepth>1</DeltaDepth><MaxDepth>0</MaxDepth><PerformSettlementAnalysis>True</PerformSettlementAnalysis><DefineCapFromSettlement>False</DefineCapFromSettlement><ConsiderDisturbanceEffects>False</ConsiderDisturbanceEffects><Settlement_Shaft_RM>4</Settlement_Shaft_RM><Settlement_Shaft_EXP>1</Settlement_Shaft_EXP><Settlement_Ymax>2</Settlement_Ymax><Settlement_Aeffect>100</Settlement_Aeffect><Settlement_IncludeCorrosion>False</Settlement_IncludeCorrosion><Settlement_EXP_Rf>0.9</Settlement_EXP_Rf><Settlement_UseForOptimization>False</Settlement_UseForOptimization><UseShaftDisturbanceFactor>False</UseShaftDisturbanceFactor><ShaftDisturbanceFactor>1</ShaftDisturbanceFactor><SoilFrictionFromSPT>0</SoilFrictionFromSPT><Soil_EstimateE_FromSPT>False</Soil_EstimateE_FromSPT><Soil_EstimateSu_FromSPT>False</Soil_EstimateSu_FromSPT><Soil_EstimateOCR_FromSPT>False</Soil_EstimateOCR_FromSPT><Soil_EstimateRQD_FromRecord >0</Soil_EstimateRQD_FromRecord ><TiebackSection ID="TiebackSettings"><Name>Tieback</Name><StrandColor>-16777216</StrandColor><FixColor>-2894893</FixColor><Fmax>183.06</Fmax><Fall>183.06</Fall><FmaxGEO>0</FmaxGEO><FallGEO>0</FallGEO><FSgeo>2</FSgeo><UserGeoCap>False</UserGeoCap><IsPressured>False</IsPressured><Pressure>20</Pressure><Efree>29000</Efree><Nstrands>4</Nstrands><Dstrand>0.6</Dstrand><Dinternal>0</Dinternal><Astrand>0.283</Astrand><Fy>270</Fy><Afree>1.13</Afree><Efix>4030.51</Efix><Afix>12.566</Afix><Dfix>4</Dfix><Fc>5</Fc><AllSTR>0.5</AllSTR><UseDFR_mult>True</UseDFR_mult><DFRmult>1</DFRmult><Cmult>1</Cmult><Adhesion_Mode>5</Adhesion_Mode><Clim1>1</Clim1><aC1>0.8</aC1><Clim2>2</Clim2><aC2>0.5</aC2><UseWire>True</UseWire><UseHelical>False</UseHelical><Helical_Index>0</Helical_Index><ConcMatIndex>2</ConcMatIndex><RebarMatIndex>4</RebarMatIndex><BarName /><Manufacturer /><Telephone /><ManWeb /><ManCountry /><Ixx>0</Ixx><Sxx>0</Sxx><Zxx>0</Zxx><MUxx>0</MUxx><VUxx>0</VUxx><Type>0</Type></TiebackSection><Use_AdditionalMultipliersOnShaft>False</Use_AdditionalMultipliersOnShaft><MULT_Shaft_Friction>1</MULT_Shaft_Friction><MULT_Shaft_Cohesion>1</MULT_Shaft_Cohesion><PileSTRcode>0</PileSTRcode><DrilledPile_SteelADH>0.4</DrilledPile_SteelADH><DrilledPile_NcrRock>2.5</DrilledPile_NcrRock><DrilledPile_QRockMethod>1</DrilledPile_QRockMethod><UseMobAxialForSTRcheckAxial>False</UseMobAxialForSTRcheckAxial><IncludePileWeight>0</IncludePileWeight><CPT_fsSideMethod>0</CPT_fsSideMethod><CPT_fs_PercentToUpper>25</CPT_fs_PercentToUpper><CPT_EstTipProperties>False</CPT_EstTipProperties><CPT_TipMethod>0</CPT_TipMethod><CPT_TipSearchMethod>0</CPT_TipSearchMethod><CPT_SearchD_aboveTip>4</CPT_SearchD_aboveTip><CPT_SearchD_belowTip>4</CPT_SearchD_belowTip><CPT_TipUseGeometricAverage>False</CPT_TipUseGeometricAverage><DisturbanceMethodHelical_Clays>-1</DisturbanceMethodHelical_Clays><PileTestingMethod>0</PileTestingMethod><PercentTestedPiles>1</PercentTestedPiles><UseMaximumUpliftQultAsPercentageOfSVE>False</UseMaximumUpliftQultAsPercentageOfSVE><PercentMaxUpliftSVE>75</PercentMaxUpliftSVE><SettlementAnalysisCurves>0</SettlementAnalysisCurves><LimitShaftResistanceMode>0</LimitShaftResistanceMode><LateralPileAnalysisSettings ID="Driven pile methods"><AnalysisType>0</AnalysisType><HeadIsFixedForRotation>False</HeadIsFixedForRotation><IsCyclicLoading>False</IsCyclicLoading><NoCycles>5000</NoCycles><NonLinearPile>False</NonLinearPile><EstimatePropertiesFromSPTorCPT>False</EstimatePropertiesFromSPTorCPT><DX ID="PUSHOVER"><Points>8</Points><Point ID="0"><Value>0</Value></Point><Point ID="1"><Value>0.125</Value></Point><Point ID="2"><Value>0.25</Value></Point><Point ID="3"><Value>0.375</Value></Point><Point ID="4"><Value>0.5</Value></Point><Point ID="5"><Value>0.75</Value></Point><Point ID="6"><Value>1</Value></Point><Point ID="7"><Value>1.5</Value></Point><Point ID="8"><Value>2</Value></Point></DX><UsePYmultipliers>False</UsePYmultipliers><ReportAtDXlevel>False</ReportAtDXlevel><DXreport>0.375</DXreport><IgnoreGeorgiadisCorrect>False</IgnoreGeorgiadisCorrect><UseCustomTolerance>False</UseCustomTolerance><CustomTolerancePercent>0.1</CustomTolerancePercent><DYN_dt>0.01</DYN_dt><DYN_N>100</DYN_N><PYmult ID="ID"><Points>1</Points><Point ID="0"><D>0</D>1<Y>1</Y></Point><Point ID="1"><D>1</D>1<Y>1</Y></Point></PYmult></LateralPileAnalysisSettings><PileRiskRating d5p1:ID="" xmlns:d5p1="Driven pile methods"><RiskMethod>0</RiskMethod><IsHighRedundancy>False</IsHighRedundancy><GeologicalComplexity>3</GeologicalComplexity><ExtendGroundInvestigation>3</ExtendGroundInvestigation><AmountAndQualityOfGeotechnicalData>5</AmountAndQualityOfGeotechnicalData><ExperienceWithSimilar>3</ExperienceWithSimilar><MethodOfAssesmentGeotechParameters>3</MethodOfAssesmentGeotechParameters><DesignAdoptedMethod>2</DesignAdoptedMethod><MethodOfUtilizingInSituAndInstallation>3</MethodOfUtilizingInSituAndInstallation><LevelOfConstructionControl>3</LevelOfConstructionControl><LevelOfPerfomanceMonitoringAfterConstruction>5</LevelOfPerfomanceMonitoringAfterConstruction></PileRiskRating><DownDragAnalysisSettings ID="Driven pile methods"><ANALYSIS_TYPE>0</ANALYSIS_TYPE><NeutralZoneDefinition>0</NeutralZoneDefinition><EL>0</EL><Depth>0</Depth><DP ID="list"><Npoints>-1</Npoints></DP><InitialDepth>0</InitialDepth><TOL>5</TOL></DownDragAnalysisSettings></HelicalAnalysisSettings></PileAnalysisProfile></PileAnalysisProfiles></HelixProject>