SELLWOOD BRIDGE
MAY 8, 2018
PROJECT OVERVIEW
PROJECT OVERVIEW
• Procurement: CMGC • Owner: Multnomah County • Location: Portland, Oregon • Contract Value: $227,000,000 • Construction Timeline:
• Started: December 2011 • Completed: January 2017
PROJECT TEAM
• Agencies
• Multnomah County • City of Portland • Oregon Department of
Transportation
• Federal Highway Administration
• Designers/Consultants
• T. Y. Lin International • CH2M Hill • David Evans and Associates
• General Contractor
• Slayden/Sundt Joint Venture
HISTORY
• Originally a Ferry Crossing • Original Sellwood Bridge - Opened 1925 • In depth inspections - mid 1980’s & 2003
• Further “Band aids” were installed • Loads Restrictions enforced in 2004
• In-depth inspection/evaluation 2005
• Structural rating - 2 out of 100
Local RR Tracks
OR 43 to Portland
Cemetery
Willamette River
Sellwood
Landslide
Riverpark and Sellwood Harbor
Condos
OR 43 to
Lake Oswego
CMGC PROCUREMENT
CMGC
CONSTRUCTION MANAGER/GENERAL CONTRACTOR
•••
Collaboration between Owner, Designer, and Contractor Up to Date Market Pricing
Owner
Design development
••
Constructability Reviews Value Engineering
••••
ROW/TCE acquisition & Phasing Schedule Development Risk Management
Collaboration
- A/E
- GC
Other Owner Drivers:
•••
Sustainability Public involvement Minority Goals
PRECONSTRUCTION
• 7 Amendments (Design Packages)
• Able to release packages early to start work
••••
Shoofly Landslide Condo Demo/Reconstruct Main Bridge - GMP
• 60%, 90%, and 100% cost estimates • After each pricing exercise adjustments are made to validate the design aligns with the owners budget
• Design Modifications • Value Engineering • Material Selections • Means and Methods Evaluated
CONTRACTING PLAN
• DMWESB Goal - 20% • Created a Contracting
Plan with the Owner:
• 4 Categories
• Project Final DMWESB:
• 20.41%
• $45,491,206
SMALL GC PACKAGES
• 4 scopes of work separated into
GC-type packages
• Subcontractor solicitation, best value scoring, and scope management for the entire scope.
• Condo Demolition and Reconstruct -
$3.7M
• Macadam Bay Neighborhood –
$2.7M
• Powers Marine Park –
$300,000
• Miles Place & Butterfly Park –
$300,000
BEST VALUE SCORING
Maximum Available Points
Selection Criteria
Multi-Use Bridge, Surveying, QC Testing
- Marine Package
- All Other Open Bid
Packages
Structural Steel Package
Cost
65
5
40 20
40
5
40 15
DMWESB Participation Safety Record
- 15
- 10
15
10 15
15 15
Key Personnel Relative Experience
10
5
10
5
- 10
- 10
5
Sustainability Work Plan
5
15
Total Points
- 100
- 100
- 100
- 100
CRAFT DEVELOPMENT
• Apprenticeship Program
• Required 20% Apprentice per trade per subcontract for all contracts over $100,000
• Craft Diversity for Total Project
• 14%
Women
Minority
• 20%
CONSTRUCTION CHALLENGES
MAINTAINING VEHICLES/PEDESTRIANS
• 30,000 Vehicles/Day • Heavily use by
Pedestrians/Bicyclists
Issue to be solved by proposers:
• Build bridge on exact footprint • No more than 30 days full closure
ORIGINAL PLAN
• Multnomah County intended to build the new bridge in halves.
• Maintain the existing structure while building the south half • Demolish the existing bridge • Build the North half
• Downfalls
• Environmental impacts due to additional cofferdams • Public/Worker safety • Redundant Structural Features • Schedule • Cost
THE SHOOFLY
• Use the existing Steel Truss for the Temporary Detour
• Install Temporary Piers in the River
• Construct new temporary approaches
• Translate the steel truss onto the Temporary Piers
• Use Shoofly while the new
Bridge was constructed
Approach to shoofly
Pile driving for temporary bents
THE TASK
• Truss
• 6.8 million pounds (3,400 tons) • 1,095 feet long
• Translate
• 66 feet North at West End • 33 feet North at East End • 7:30am to 9:30pm (14 hours)
• Jacks
• Horizontal – 5 pairs of 165,000lb capacity/jack
• Lifting – 40 (8 per pier) of 330,000 lb capacity/jack
- JANUARY 19TH, 2013 “THE MOVE”
- SHOOFLY COMPLETE
- SHOOFLY BENEFITS
• Cost Savings - $5,000,000 • Cut 1 year off the schedule • Reduced the Environmental Impacts • Simplified the Phasing • Design Redundancy was eliminated – Sleeker Structure • Safety – Separated Public from Workers • Less the 20 days of bridge closures for the entire project
LANDSLIDE STABILIZATION
LANDSLIDE
• Entire West Approach constructed on an ancient landslide
• Original Bridge moved 3’ • Stabilization Shear Piles and Ground Anchors
• Landslide Monitored throughout construction to establish final design requirements
LANDSLIDE STABILIZATION
72” Diameter Shafts - 2,800 LF Ground Anchors – 92 EA
LANDSLIDE STABILIZATION
Ground Anchors were restressed to final design after the Bridge was completed
PERCHED BOX CAISSONS
TRADITIONAL IN-WATER PIERS
• 90-foot sheet piles driven into cobbles & boulders
• In-water-work Restrictions &
Schedule Impacts
• Large Concrete Seal & Footing • Full Height Piers • Scour would be up to 65 feet • Costly