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Innovative Solutions for an Evolving Industry
March 5, 2013 Vincent Gastoni, PE Delivering Major Minnesota Bridges Hastings Bridge Design Build Project Redundancy and Service Life MnDOT – ACEC/MN Annual Conference Leading Together- Innovative Solutions for an Evolving Industry
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Project Location Map Base Map Source: Google Maps
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Project Overview - Existing Bridge
Highway 61 over Mississippi River Highest daily two-lane highway traffic volume in the state MnDOT Chapter 152 Bridge Project replaces 1950 steel arch truss Lowest 1% in the state for overall sufficiency
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Project Overview - Aerial Plan
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Project Overview - Design-Build Process
Design-Build SOQ Issued: October 2009 Design Build Selection: June 2010 MnDOT identified two acceptable alternatives RFP allowed Alternative Technical Concepts (ATC’s) Design Build Team: October 2010 start – 2.5 years
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Project Overview - Design-Build Process
INNOVATIVE RFP FEATURES Alternative Technical Concepts (ATC’s) Allow innovation and flexibility Pre Approved Elements (PAE) Reduce risk and provide best value opportunities Redundancy Concepts for the Main Structure Segment Scour Analysis Method Bridge Fixity and Thermal Expansion of Bridge No Refined Analysis Method October 2010 start – 2.5 years
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Project Overview - Design-Build Process
TECHNICAL PROPOSAL SCORING Bridge Points Environmental Management Points Maintenance of Traffic Points Public Communications Points Schedule Points October 2010 start – 2.5 years
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Project Overview - Design-Build Process
TECHNICAL PROPOSAL SCORING Bridge Points Durability/Quality of Bridge No Points Inspection/Maintenance Points Geotechnical Points Erection of Bridge No Points Demolition of Bridge No Points October 2010 start – 2.5 years
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Project Overview - Design-Build Process
SCORING DRIVES INNOVATION Selection = Bid Price Technical Score October 2010 start – 2.5 years
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Project Overview - Design-Build Process
SCORING DRIVES INNOVATION Selection = Win Strategy= Bid Price Technical Score Minimize Bid Price Maximize Technical Score October 2010 start – 2.5 years
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Project Overview - Design-Build Process
SCORING DRIVES INNOVATION Selection = Win Strategy= Use innovative ATC’s & PAE’s to: Minimize Risks Optimize Design Solution Bid Price Technical Score Minimize Bid Price Maximize Technical Score October 2010 start – 2.5 years Need A Better Mouse Trap
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Design-Build Process – Base Concepts
MnDOT RFP Baseline Options October 2010 start – 2.5 years
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Design-Build Process – Base Concepts
MnDOT Cable Stayed Option October 2010 start – 2.5 years
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Design-Build Process – Base Concepts
MnDOT Arch Option October 2010 start – 2.5 years
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Base Concept Evaluation
Evaluate Base Designs Preliminary engineering analysis Cost estimating exercises Produce Comprehensive Evaluation Matrix Tool Material costs & risks Develop Alternative Designs October 2010 start – 2.5 years
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Innovation – Develop Alternatives
Evaluate Alternative Designs Prescriptive design/performance criteria Aesthetic requirements Technical scoring criteria Cost & schedule impacts Add to Comprehensive Evaluation Matrix Tool Develop Overall Best Value Technical Approach October 2010 start – 2.5 years
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Innovation – Develop Alternatives
Lunda/Ames-Parsons Alternatives October 2010 start – 2.5 years
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Innovation – Develop Alternatives
October 2010 start – 2.5 years
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Innovation – Develop Alternatives
October 2010 start – 2.5 years
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Innovative Winning Alternative
Successful Proposal-Free Standing Tied Arch $120M 545 ft. Main Span Project Architect: Bradley Touchstone, Touchstone Architecture
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Innovative Winning Alternative
Project Architect: Bradley Touchstone, Touchstone Architecture
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Visual Quality Process & Color Selection
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Aesthetic Lighting Lighting Design: Illumination Arts
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Innovative Features - Concrete Tie
Best value solution Higher level of redundancy Ease of inspection/maintenance More durable than steel box No shop assembly and fit-up issues Active tension control Durability/Quality – 13 points Inspection/Maintenance – 9 points 22% of technical score
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Innovative Features - Concrete Knuckle
Framed into pier and rib Improved durability/fit-up Post-tensioned anchorage Highly redundant
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Innovative Features – Steel Box Arch Rib
Simplified fabrication Best Value solution Aesthetically pleasing Improved maintenance
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Innovative Features - Floor System Redundancy
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Innovative Features - Erection
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Innovative Features - Erection
Build low TEMP BRACING ARCH RIB FLOOR SYSTEM TEMP TIE & FORMS TEMP LIFTING CONNECTION
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Innovative Features - Erection
Build Low On Land TEMP BRACING ARCH RIB FLOOR SYSTEM TEMP TIE & FORMS TEMP LIFTING CONNECTION
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Innovative Features - Erection
Build Low On Land
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Erection Move onto Barges Using SPMT’s
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Innovative Features - Erection
Move onto Barges Using SPMT’s
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Innovative Features - Erection
Float
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Innovative Features - Erection
Float
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Innovative Features - Erection
Skid
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Innovative Features - Erection
Skid
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Innovative Features - Erection
Skid
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Innovative Features - Erection
Lift
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Innovative Features - Erection
Lift
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Innovative Features - Erection
Lockoff
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Innovative Features - Erection
Get Some Sleep
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Other Innovative Features
Column Supported Embankment Long Span Precast Concrete Beams
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Other Innovative Features
COLUMN SUPPORTED EMBANKMENT 4” over 25 years CSE -10’x10’ Pile Grid Conc. Caps Sand/Geogrid
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Other Innovative Features
LONG SPAN PRECAST BEAMS Precast Pretensioned Concrete Beams 5 Spans of 9-Girder Lines 173’-7” Long Span Longest Beam Overall length = 174’-3” Innovative beam design became the basis of MnDOT’s new MW Long Span Precast Concrete Beam Standards
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Other Innovative Features
LONG SPAN PRECAST BEAMS Photos: Joel Mich, Cretex
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Other Innovative Features
LONG SPAN PRECAST BEAMS Photos: Joel Mich, Cretex
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Other Innovative Features
LONG SPAN PRECAST BEAMS
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Innovative RFP Process Best Value Approach Drives Innovation
Summary Innovative RFP Process Best Value Approach Drives Innovation MnDOT Partnering in Innovation Continued Commitment to Innovation
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Thank You
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