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Lake Champlain Bridge Project - NYSDOT Home · 1/4/2010 · Lake Champlain Bridge Project Public...
Transcript of Lake Champlain Bridge Project - NYSDOT Home · 1/4/2010 · Lake Champlain Bridge Project Public...
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Lake Champlain Bridge Project
Public MeetingOn New Bridge Design Concepts
and Commemorating the Old Bridge
January 4, 2010
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Public Meeting Agenda1. Welcome2. What is the purpose of this meeting?3. Summary of project status4. New bridge criteria and concepts5. Ways to commemorate the historic bridge6. Your input
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Public Meeting Agenda1. Welcome2. What is the purpose of this meeting?3. Summary of current status4. New bridge criteria and concepts5. Ways to commemorate the historic bridge6. Your input
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Public Meeting Purpose1. To share information about bridge features and
design criteria and to illustrate and explain sixbridge concepts that would work for the Lake Champlain crossing.
2. To share some ideas about commemoration of the old bridge for future generations.
3. To get YOUR input about both of these actions.
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Public Meeting Agenda1. Welcome2. What is the purpose of this meeting?3. Summary of current status4. New bridge criteria and concepts5. Ways to commemorate the historic bridge6. Your input
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Why do this so quickly and in December & January?• Normally public meetings are never held during
late December or early January, but this project is a “horse of a different color”
• Getting a new bridge built and open-to-traffic is a top priority of both states
• The design team cannot begin bridge design until a concept is decided upon
• Both states desire, and the approval process requires, that the public be consulted
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Project Status Changes
Before October 16:• Project scoping process• Multiple alternatives• Environmental Impact Statement• Five+ year process to completion
……..but the bridge had other ideas….
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Project Status Changes
After completion of engineering assessment and significant public input:
• Bridge cannot be repaired or rehabilitated• Local input has been clear that only a bridge in
the same location can meet local needs• Only one alternative remains:
– Demolish existing bridge, and– Replace with new bridge on existing alignment
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Project status changes
• National Environmental Policy Act (NEPA) is a requirement
• 3 options of increasing complexity– Categorical Exclusion (CE)– Environmental Assessment (EA)– Environmental Impact Statement (EIS)
• Original project was to be an EIS• Project is now a Documented CE (DCE)• DCE process considerably shorter and less
complex
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Project Status Changes• All processes will be accelerated as quickly as
possible– Section 106 consultation– Other regulatory compliance– Permitting
• Agencies that need to be consulted have been alerted to the urgency of this project
• Agencies have pledged speedy response• Goal is to open the new bridge to traffic by
summer of 2011
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Four separate concurrent processes
1. Construction of new ferry facilities2. Demolition of existing bridge3. New bridge design/construction4. Commemoration of the old bridge
……..this meeting is about the new bridge and commemoration of the old bridge
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New Ferry Facility Construction (NY)
Roadway paving complete
Piles to support docksbeing installed
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New Ferry Facility Construction (VT)
Piles to support docksbeing installed
Bracing added to create pier that will
support dock
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Demolition
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Removal
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What we would like from you today
Please:• Listen to our presentation• Read our handout and survey form• Complete the survey form and return to us today
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Following public input
• New bridge– Decision by NY and VT on bridge concept– Detailed design begins immediately
• Commemorating the old bridge– Consultation on ways to commemorate the old bridge (to
mitigate the impact of losing this historic resource)
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Public Meeting Agenda1. Welcome2. What is the purpose of this meeting?3. Summary of current status4. New bridge criteria and concepts5. Ways to commemorate the historic bridge6. Your input
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• Co-Founder Fay, Spofford and Thorndike • “significantly influenced future continuous truss highway bridge design
in the areas of technology, aesthetics, and construction methods.”1
• Author - Theory of Continuous Structures and Arches (1937)• Early Pioneer of Continuous Truss Design
1Casella, Richard M., “National Historic Context and Significance of the General Sullivan Bridge, Dover, New Hampshire,” October 2005, p. 1.
Designer Charles M. Spofford
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Bridge Design Innovations• Early Example of Continuous
Truss– 1st Long Span Continuous Bridge for
Highway Traffic
• Unique & Iconic Form– “The layout of the Lake Champlain
Bridge is most ingenious.”1
– “A significant advancement in the technology and aesthetics of continuous highway bridge design …It was a highly innovative and aesthetic design…”2
1Abbett, Robert W., “Discussion of Lake Champlain Bridge”, Transactions of the American Society of Civil Engineers, 1933, p. 654.
2Casella, Richard M., “National Historic Context and Significance of the General Sullivan Bridge, Dover, New Hampshire,” October 2005, p. 1.
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Unusual Aspects of the LCB
• Unreinforced concrete piers– Slender proportions
• No protection against ice abrasion
• Iron-ore tailings used in concrete• Caisson concreting without tremie
– Patented drop-bottom bucket
Iron Ore Tailings – Mineville, NY
General Sullivan Bridge (1934)Dover, New Hampshire
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Why Bridge Replacement?• Pier Deterioration
– Pier freeze / thaw damage– Strength degradation– Pier cracking below waterline– Rapid increase in last 4 years
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Why Bridge Replacement?• Ice / Wind / Thermal Loading
– Ice Thrust
• Restrained Thermal Movement– Frozen Bearings
Pier Deterioration
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Design Requirements• The Replacement Bridge:
– Meet Modern Design Codes– Ensure Load Redundancy
• Avoid Progressive Collapse• Reduced Maintenance &
Inspection
– Enhanced Service Life• All Key Elements Replaceable
– Be SAFER than the original
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Design Requirements• To meet or exceed the existing structure functionality
– 2 vehicle lanes, 12’-0” lane width– 2 wider shoulders– Aesthetically pleasing structure
• Meet current loading and clearance requirements– Over 17’-0” vertical vehicular clearance– 75’-0” vertical navigational clearance
• Exceeds Rouse’s Point vertical clearance
• Minimum 75-year service life
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Additional Bridge Considerations• Community Input:
– Bicycle and Pedestrian Facilities• Sidewalks• Observation Area
– Feature Lighting– Bridge Aesthetics
• Form & Scale• Important Viewsheds• Character
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Shoulder & Sidewalk Transition
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Conceptual Bridge TypesSteel Girder Segmental Box
Steel Cable Stayed Extradosed
Network Arch Modified Network Arch
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Conventional Truss• Majority of main members
fracture critical• High life cycle costs –
Inspection & Maintenance• Vulnerable to progressive
collapse
Lattice Truss• See also Conventional Truss• True arch configuration – Large
lateral loads in poor soil• Difficult to Construct
Concrete Arch• Large lateral loads in poor soil at
anchorage• Long construction schedule• Complex construction that
requires significant temporary works
Suspension• Inefficient for short spans – high cost of
cable erection and anchorage construction
• Large lateral loads in poor soil at anchorages
• Long construction schedule• High risk for schedule delays• Very high initial cost
Fin Back• Similar to cable-stayed bridge, no distinct advantages• Requires center tower configuration and segmental box
construction• Significant structure depth steep approach angles• Additional width inefficient, median barrier not required• Very high initial cost
Conceptual Bridge Types - Dismissed
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Conceptual Bridge Type – Steel Girder
Pros ConsLowest initial cost Less visually pleasingShortest construction time, familiarity Difficult to make 75’ vertical clearanceHigh degree of redundancy Deep structure depthMin. cold weather construction impactReplaceable deckLighter structure, smaller foundations
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Conceptual Bridge Type – Steel Girder
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Conceptual Bridge Type – Steel Girder
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Conceptual Bridge Type – Steel Girder
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Conceptual Bridge Type – Steel Girder
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Conceptual Bridge Type – Steel Girder• Steel plate or steel box girder with concrete deck
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Conceptual Bridge Type – Concrete Segmental
Pros ConsHigh quality precast segmental construction
Heaviest structure, largest foundationsCold weather schedule impacts to constructionNon-replaceable deckMaintenance costs (overlays)
Less visually pleasingDifficult to meet 75’ vertical clearance
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Conceptual Bridge Type – Concrete Segmental
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Conceptual Bridge Type – Concrete Segmental
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Conceptual Bridge Type – Concrete Segmental
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Conceptual Bridge Type – Concrete Segmental
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Conceptual Bridge Type – Concrete Segmental• Cast-in-place or precast concrete box girder
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Conceptual Bridge Type – Cable-Stayed
Pros ConsVisually pleasing High initial costLight weight superstructure Maintenance costs (overlays)Efficient use of materials Non-replaceable deck
Less efficient for spans under 600’
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Conceptual Bridge Type – Cable-Stayed
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Conceptual Bridge Type – Cable-Stayed
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Conceptual Bridge Type – Cable-Stayed
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Conceptual Bridge Type – Cable-Stayed
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Conceptual Bridge Type – Cable-Stayed• One or more towers with cables supporting the bridge deck
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Conceptual Bridge Type – Concrete Extradosed
Pros ConsVisually pleasing Highest initial cost
Maintenance costs (overlays)Less efficient for spans under 600’Longest construction time
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Conceptual Bridge Type – Concrete Extradosed
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Conceptual Bridge Type – Concrete Extradosed
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Conceptual Bridge Type – Concrete Extradosed
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Conceptual Bridge Type – Concrete Extradosed
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Conceptual Bridge Type – Concrete Extradosed• One or more towers with cables supporting the bridge deck
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Conceptual Bridge Type – Network Tied Arch
Pros ConsEnhanced redundancy & safety Complex arch fabricationEfficient use of steelVisually pleasingReplaceable deckLight weight superstructureFloat in construction for arch
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Conceptual Bridge Type – Network Tied Arch
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Conceptual Bridge Type – Network Tied Arch
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Conceptual Bridge Type – Network Tied Arch
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Conceptual Bridge Type – Network Tied Arch
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Conceptual Bridge Type – Network Tied Arch• Tied arch with inclined hangers
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Conceptual Bridge Type – Modified Network Tied Arch
Pros ConsEnhanced redundancy & safety Complex arch fabricationEfficient use of steelVisually pleasingReplaceable deckLight weight superstructureFloat in construction for arch
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Conceptual Bridge Type – Modified Network Tied Arch
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Conceptual Bridge Type – Modified Network Tied Arch
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Conceptual Bridge Type – Modified Network Tied Arch
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Conceptual Bridge Type – Modified Network Tied Arch
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Fremont Bridge Erection
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Conceptual Bridge Type – Innovation
• Cable Stayed / Extradosed – Balanced cantilever construction– Highly efficient use of steel– Enhanced design redundancy
• Network Tied Arch– Innovative structural form
• Efficient use of steel– Modern version of the truss– All cables are replaceable– Enhanced design redundancy
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Public Meeting Agenda1. Welcome2. What is the purpose of this meeting?3. Summary of current status4. New bridge criteria and concepts5. Ways to commemorate the historic bridge6. Your input
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Commemorating the bridge for future generations• Historic American Engineering Record documentation• Permanent local museum display? (where?)• Oral and written memories by residents• Documentary on the bridge?• Interpretive roadside display near Crown Point or
Chimney Point historic sites? • Development of “popular history” document to be
distributed to local schools and libraries?• Development of permanent historic website?• Salvage and display pieces of the bridge?• Other ideas???
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Public Meeting Agenda1. Welcome2. What is the purpose of this meeting?3. Summary of current status4. New bridge criteria and concepts5. Ways to commemorate the historic bridge6. Your input
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Survey says…….
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Your turn
• Question/comments• Please return the survey form from your handout