ashe national conference june 13, 2014 bismarck,...
TRANSCRIPT
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June 13, 2014
Ed Power, P.E.
ASHE National Conference Bismarck, ND
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Hoover Dam Bypass Project
� Is the “dam thing” done yet?
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Hoover Dam Bypass Project
� The Mike O’Callaghan-Pat Tillman Memorial Bridge
� Dedicated on October 14, 2010
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Hoover Dam Bypass Project
� Project Overview
� River Bridge Design Concept
� River Bridge Construction
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PROJECT OVERVIEW
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A Team Effort for a “Multi-Project”
� Lead Agency• Federal Highway Administration - Central Federal Lands Highway
Division
� Additional Stakeholders• Arizona DOT, Nevada DOT, National Park Service• Lake Mead National Recreation Area,• U.S. Bureau of Reclamation, Western Area Power Administration
� Environmental Consultant• CH2MHill
� Design Consultants – Hoover Support Team
• HDR• Sverdrup (Now Jacobs Engineering)• T.Y. Lin International
� Geotechnical Subconsultant• AMEC Earth and Environmental
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A Half-Century in the Making
1960sIdentification of Project Needs
1984Hoover Power Plant Act Authorizes Project
1995-1997Project Put on Hold
1990Environmental Process Begins
2001Design Begins
2001Final Environmental Impact Statement (FEIS) Released
Record of Decision Signed
2003Construction Begins
October 2010Dedication Ceremony
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An Existing Bottleneck on U.S. 93
� Original 2-lane roadway
� Major commercial corridor
� Major tourist attraction
� Long traffic backups
� Dangerous conditions
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� Remove trucks and through-traffic
� Remove U.S. 93 bottleneck
� Reduce traffic accidents
� Protect Hoover Dam facilities, workers and visitors
� Protect waters of the Colorado River
� Reduce interference with dam operations
� Enhance visitor experience
Project Had Many Objectives
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Hoover Dam Bypass – The Solution
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Project Features - NV
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Project Features - AZ
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Project Drive Through
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Project Schedule
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Four Construction Segments
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Reaching the Project Site
January 2005
� 3.3 million C.Y. of excavation
� 3.5 miles of new approach roadway
� Two years construction time
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RIVER BRIDGE DESIGN CONCEPT
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Various Bridge Types Considered
Arch
Cable-stay
Suspension
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Various Arch Alternatives Studied
Steel Solid Rib
Arch
Concrete
Arch
Composite
Arch
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Concrete-Steel Hybrid Arch Bridge Selection
� Classical arch
solution
� Met all project
requirements
� Constructability
� Compatibility
� Aesthetics
� Minimized costs
� Provided structural
redundancy
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Unique Design Features
� Hybrid Concept
� Arch ribs: cast-in-place concrete segmental
� 10,000 psi
� Columns: precast concrete segmental
� 6,000 psi
� Deck system
� Steel tub girders
� Cast-in-place concrete deck
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Benefits of Unique Arch Solution
Design Feature Benefit
Hybrid Design Concept Best use of concrete and steel for efficiency and economy
Fully continuous deck system Used to resist lateral loads
Twin arch ribs with diaphragms
Provided ductile frame action for seismic and wind resistance
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Geotechnical Investigations
� Laser Scanning
� 3-D rock profiles
� Faulted & fractured rock conditions
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� No record at site
� Historical record at airport
� 1 year correlation study� Measured site conditions
� Normal winds at 100 mph, gusts to 125 mph
� Wind tunnel testing
Site-Specific Wind Loading Studies
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General Bridge Data
� Overall length 1,905’
� Main Span 1,060’
� Spandrel Lengths 120’
� Column height up to 288’
� Bridge located 1500’ downstream from dam
� Bridge deck about 900’ above river
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RIVER BRIDGE CONSTRUCTION
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Unique Aspects of Construction
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Excavating and Constructing Foundations
� Competent rock
� Challenging site conditions
� 100’ deep cuts at skewbacks
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Rock Containment to Protect Dam and River
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Excavating and Constructing Foundations
� Completed NV Skewback excavation
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Excavating and Constructing Foundations
� Completed AZ skewback excavation
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Skewback Foundations
� 2000 C.Y. of concrete each
� Night placement
� Cooling tubes
� Discovery Channel “Million Dollar Pour”
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Local Precast Operation
� Precast Site 12 miles from bridge
� Over 400 column segments fabricated
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Precast Operation
� Match Casting
� 10 ft. segment height
� 50 Ton highline capacity
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Precast Operation
� Segment Checking
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Precast Operation
� Segment Delivery
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Approach Span Construction
Highline cableway system with 50-ton capacity
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Approach Column Construction
Temporary Bracing System
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New Highline Cableway System
New Highline: 2 – 300 ft. towers on each side w/3” cables
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Steel Tub Girder Superstructure
Efficient and light weight
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Main Span Arch Construction
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Main Span Arch Construction
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Local High-Performance Concrete Production
Pre-cooling with liquid nitrogen; night placement
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Main Span Cable-Stay Construction
� Temporary concrete towers
� First 6 arch segments cantilevered
� Alternate segments stayed
� 26 segments each side each rib
� 2 week cycle per segment
� 4 to 5 hours placement
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Main Span Cable-Stay Construction
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Main Span Cable-Stay Construction
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Main Span Cable-Stay Construction
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Main Span Cable-Stay Construction
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Main Span Arch Closure
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Main Span Arch Closure
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An Awesome Setting
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Constructing Spandrel Columns
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Completing Main Span
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Initial Inspection
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Completed on Revised Schedule, and on Budget
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Improved Visitor Experience at Dam
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Complimented an Existing American Landmark
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Captured Public Imagination
The project has captured the interest of the general public as well as the engineering and construction industries
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Final Results and Metrics
� Completed on original $240 million budget without dispute or claim
� Includes river bridge, eight other bridges, and 3.5 miles of approach roadway
� River bridge is first concrete-steel hybrid arch system in the U.S.
� River bridge is longest concrete arch span (1,060’) in Western Hemisphere, and 4th longest in world.
� Has world’s tallest (288’) precast concrete columns of their type.
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Questions?
Ed Power, P.E.