citizen advisory committee meeting 04.16 · catenary profile adjust size to use stay cable...
TRANSCRIPT
![Page 1: Citizen Advisory Committee Meeting 04.16 · Catenary Profile Adjust size to use stay cable technology versus “spinning” in place HNTB Rosales . Exploration of Viability of CS-SAS](https://reader033.vdocument.in/reader033/viewer/2022060209/5f0478727e708231d40e2143/html5/thumbnails/1.jpg)
Willamette River Transit BridgePortland - Milwaukie Light Rail Willamette River Bridge
Citizen Advisory Committee Meeting 04.16.09
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Willamette River Transit Bridge
January 2009 cost escalated to YOE values
Cost Estimate – Results
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Willamette River Transit BridgeCost Estimate - Results
Wave$176 M
CS 4 Pier$102 M
CS 2 Pier$113 M
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Willamette River Transit BridgeWillamette River Transit Bridge
Cable Stay - 2 Pier
Cable Stay - 4 Pier
• Remove Wave Frame from further consideration
WRBAC Recommendation:
• Advance Cable Stayed bridge type into preliminary engineering
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Willamette River Transit BridgeWillamette River Transit Bridge
Cable Stay - Self Anchored Suspension
• Explore viability of CS-SAS hybrid during early PE
WRBAC Recommendation:
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Willamette River Transit BridgeWillamette River Transit BridgeExploration of Viability of CS-SASConceptual Design Work
HNTB
Rosales
HNTB advancing conceptual design to verify feasibility
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Willamette River Transit BridgeWillamette River Transit BridgeExploration of Viability of CS-SASCatenary Suspension Cable
Catenary Profile
Adjust size to use stay cable technology versus “spinning” in place
HNTB
Rosales
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Willamette River Transit BridgeWillamette River Transit BridgeExploration of Viability of CS-SASVertical Suspender Cables
Eliminated those not needed for structural system
HNTB
Rosales
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Willamette River Transit BridgeWillamette River Transit BridgeExploration of Viability of CS-SASSpan Configuration
Optimize span to move pier away from active river bank location
830’
860’
HNTB
Rosales
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Willamette River Transit BridgeWillamette River Transit BridgeExploration of Viability of CS-SASAnchorage System
Optimize span to reduce length and weight of “drop-in” center span section to eliminate costly gravity – anchorage
HNTB
Rosales
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Willamette River Transit BridgeWillamette River Transit BridgeExploration of Viability of CS-SASAnchorage System
Use typical deck-anchorage system
HNTB
Rosales
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Willamette River Transit BridgeWillamette River Transit BridgeExploration of Viability of CS-SASSchedule
HNTB
Conceptual Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .this week
Conceptual Risk and Cost Estimate. . . . . . . . . . . . . . . . . . end of April
Review and Evaluation. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .early May
CAC and other stakeholders. . . . . . . . . . . . . . . . . . . . . . . . . . . mid May
WRBAC. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . late May
Steering Committee. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .mid June
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Willamette River Transit Bridge
Thank you