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1、VongToanSeniorBridgeEngineer,CaltransSingleTower-SASElevationandPlanViewDualBoxGirderBike/PedestrianPathTransverseElevationLookingEastTowerFoundationSteelFramingPlanElevationsSteelFramingPlanPileTowerAnchorageLayoutTowerAnchorageDetailsTransverseElevat
2、ionLookingEastTYPICALTOWERCROSSSECTION300030°90°SymmetricalaboutTower2000StrutType360°90°BridgeSymmetricalaboutStrutType1,2(Typ)CLCL3Spaces@560Symmabout1500660LinkShearConnectionTower11451680StrutType11500BridgeCLConnectionTowerLinkShear660PLANVIEWConn
3、ectionShearLinkLinkELEVATIONShearTowerConnectionTower15001500CLBridgeSymmabout(Typ)TowerSectionand ShearLinksTowerDiaphragmsTowerShearLinkBridgePlan(CableandSaddles)LoopingCableAnchorageAlternative-PlanCapbeamTwodeviationsaddle,onejackingsaddleLoopingC
4、ableAnchorageAlternative-ElevationRoadwayelevationdifferentialIndependentTie-downsystemsCable5.4mmZincGalvanizedWire127WirePWSStrandwithGreaseApplicationofIndividualWire17,400WireMainSuspensionCableElasticNoxidePrimerandPaintS-WireWrappingZincOxide/Zin
5、cDustPasteS-WireWrappingTowerSaddleDeviationSaddleDetail PlanView“W”Line—SectionType1A“E”Line—SectionType1AFloorbeamSection andDetailTypicalCrossbeamDetailsEastCable AnchorageLayoutBushingandBearingPipeBeamElevationSectionF-FSwivelingJointSealAssemblyS
6、teelflex®CenterBeamNeopreneSealingElement(MaxSeismicOpening=127mm)Steelflex®EdgeBeamSupportBarStirrupPivotBoxElastomericSprings&BearingsSASSuggestedConstructionSequence(1)SASSuggestedConstructionSequence(2)SASSelectedQuantitiesStructuralConcrete=25,000
7、M3BarReinforcingSteel=5,200,000KgStructuralSteel=56,000,000KgOrthotropicBoxGirder=30,500,000KgTowerShaft=13,500,000KgMainCable=5,200,000KgSuspenderWires=3,500,000KgFooting=3,500,000KgFurnishedPiles(2.5mx95mm)=2200metersYBIStructuresBentWB1SectionA-ATyp
8、icalSectionSectionB-BSectionB-BYB4–E1SectionC-CYB4–E1SectionD-DYB4–E1SectionE-EYB4–E1YBISelectedQuantitiesTempDetourStructure:TowersandFloorBeams=5,700,000kgHP360Piles=6,200metersPermanentStructure:StructuralConcrete=45,000M3Reinforcing
