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National Value Engineering Award
Pre-Construction
Engineering
less than $25 million
Most
Value Added
Proposal
Presented by the AASHTO Value Engineering Technical Committee
August 4, 2015
Montana Department of Transportation
Flathead River – 3 Miles North West of Big Fork
For Demonstrating Outstanding Value Engineering Achievements
in Teamwork, Cost Savings, Enhanced Performance, or Expedited Project Delivery
that Resulted in an Overall Improved Business Practice
FLATHEAD RIVER BRIDGE 3 MILES NW BIGFORK
2015 AASHTO VE CONFERENCE
PRESENTATION
PRE-CONSTRUCTION ENGINEERING (<$25M)
OVERVIEW • LOCATION:
– Northwestern Montana near the towns of Big Fork and Somers
• Located over the Flathead River
• Transition between flat terrain and rolling hills
• PURPOSE AND NEED:
– Improve safety and mobility by replacing the functionally obsolete structure and the bridge approaches
– The structure ranked high for seismic retrofit because of its fracture critical two-girder system
OVERVIEW - continued
• PROPOSED SCOPE:
– New alignment
– Construct new 736 foot, 3 span bridge
– Complex 1.4 mile reconstruction project
• ORIGINAL PROJECT COST = $24.3M
OVERVIEW - continued
• CONSTRAINTS: – 4(f) Fish Wildlife and Parks – fishing access site
– Environmental issues (wetlands, bull trout, etc.)
– High risk Right of Way acquisition
• CONSIDERATIONS: – New offset alignment
– Liquefaction may occur during a high seismic event at the end bents
– Deep Water Foundation constructability
– Flathead County Master Trail Plan
VE/VA STUDY RECOMMENDATIONS
• 1A - New Alignment or Existing - Evaluate Bridge Foundation Types
• 1B - New Alignment – Evaluate Ground Improvements Beneath Approach Embankments
• 2A - Existing Alignment – With Detour Bridge During Construction
• 2B - Existing Alignment – With Road Closure During Construction
• 3A - Either Alignment – Eliminate Shared Use Path • 3B - Either Alignment – Design For Future Expansion
For Shared Use Path
RECOMMENDATION #1A – New Alignment -
Evaluate Bridge Foundation Types
Other Options
• 3-72” Diameter Piles
• 2 Rows of 5-48” Diameter Piles for additional stiffness
• 2-96” Diameter Piles for accelerated construction
• Must meet “no rise” requirement
RIVER BOTTOM CROSS-SECTION
Recommendation #1B – New Alignment – Evaluate Ground Improvements Beneath Approach
Embankments
Improve Soil Properties Using Compaction Grouting Original Design: Stone columns used to mitigate potential for liquefaction and lateral spreading at both abutments. Proposed Change: Improve the soil properties at both abutments using compaction grouting. Justification: Compaction grouting improves soil density and increases soil strength. Anticipated reduced mobilization cost and less equipment, can limit treatment to target zone in soil profile, can stage grout pattern/ hole layout as needed. Decreased construction time. POTENTIAL COST SAVINGS = $0.7M
Recommendation #3B – Either Alignment – Design For Future Expansion For Shared Use Path
• Build bridge foundation and superstructure to accommodate future Shared Use Path
• Construct Path when trail connection is constructed
• Potential Cost Savings = $0.91 M • Current design does not include a path along the length of the
project
The Study Team applied the principals and practices of the Value Engineering Job Plan which resulted in cost reduction and performance benefits in the following areas:
• Cost & schedule savings as compared to original design
• Project improvements as compared to original design
• Improved constructability
Total potential cost savings of $9.73 million, a 40% reduction in the total project cost
SUMMARY • 30-35% reduction in the construction schedule is
anticipated • Innovative techniques to solving complex geotechnical
design • Maintained safety and traffic operations • Reduced Environmental, R/W and Fishing Access site
impacts • Reduced work zone impacts to users • Improved constructability of the bridge • 2 value added ideas:
– Add lighting or conduit to shared use path along the structure
– Extend the separated path along the length of the project to include the fishing access