Bridge-in-a-Backpack Concrete Bridges. Concrete Savings. Friday, February 10, 2012
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Transcript of Bridge-in-a-Backpack Concrete Bridges. Concrete Savings. Friday, February 10, 2012
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Bridge-in-a-BackpackConcrete Bridges. Concrete Savings.
Wednesday, April 19, 2023
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Composite Arch “Bridge-in-a-Backpack” System
Image Credit:NY Times, University of Maine
Secretary of Transportation Ray LaHood Speaks about innovations such as Bridge-in-a-Backpack at Univ. Maine
“Corrosion-free bridge using high-
performance composites with cast-
in-place concrete”
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2011 Charles Pankow Award for Innovation
2011 Engineering Excellence Grand Award
AASHTO TIG2011 Focus Technology
2010 Award for Composites ExcellenceMost Creative Application
Also recently featured in: ENR, Concrete International, Popular Science, Popular Mechanics, NY Times…
National Recognition for Bridge-in-a-Backpack
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Advanced Infrastructure Technologies
• Product – AIT designs & manufactures FRP composite tubes for construction– Ability to supply a complete engineered bridge system– Packages: FRP arches + composite decking, modular FRP headwalls
• Structural Design– *AIT’s engineers design the composite arch bridge superstructure– Can design the bridge substructure, internally or with consultants– Optimization to maximize efficiency of structure– Local manufacturing and installation
• Carbon Fiber Bridge Superstructures – Safe, Fast, Designed with Redundant Strength Characteristics
Concrete Bridges Concrete Savings
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Summary & Opportunities
• Bridge-in-a-Backpack– Innovative system for short- to medium-span
bridge construction– All Bridges designed for AASHTO LRFD Specs– Fast and simple to construct– Minimal transportation and equipment needs– Durable – long life and minimal maintenance– Enhanced material performance makes for
safe, efficient, economical structure
• Advanced Infrastructure Technologies offers:– An engineered bridge superstructure system– Full superstructure design– Limited substructure design– Optimization to ensure efficient design
www.aitbridges.com
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“Bridge-in-a-Backpack” Composite Arches
• FRP Composite tubes– Carbon & Glass Fibers– Marine Grade Vinylester Resin
• All Bridges designed for AASHTO LRFD Specs• Fully Manufactured in USA, Maine– Ability to manufacture locally
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Composite Arch Manufacturing Process
• 4 -6 week standard lead times• Can rush delivery in under 20 days
when necessary
Manufacturing of a 15” diameter 48’ span composite arch
1. Carbon Tubes assembled and Inflated
2. Bend to required arch geometry
3. Infused with durable vinyl ester resin
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Arch delivery/unloading
Arrives ready for Install - No heavy equipment needed
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Stay-in-place form for concrete Structural reinforcement for concrete
Eliminates need for rebar installation,Enhances concrete performance
Three Components of FRP Reinforcement Confined concrete demonstrates significant ductility over unconfined
Confined
Unconfined
Functions of the FRP Arch Tube
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Environmental protection Reduces bridge maintenance requirements
Concrete Corrosion Cycle
Steel rusts and expands causing concrete spalling
Spalling concrete exposes more reinforcement
Functions of the FRP Arch Tube
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Constructability and Concrete Filling
• Arches placed in one day• Fill with Self Consolidating
Concrete (SCC)– No rodding/vibration required– AIT provides standard specifications
for concrete mix
Pumping concrete into archesAttach decking on hollow arches
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McGee Bridge Replacement
CONSTRUCTION SEQUENCE
1. Demo. existing steel bridge2. Excavate for footings3. Drill bedrock, form footings4. Arch installation5. Pour concrete footings6. Install composite decking7. Fill arches with concrete8. Erect composite headwalls9. Pour deck concrete10. Backfill bridge, install geogrid11. Finish grading12. Guardrails and cleanup
12 Days Total Construction Time
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Headwalls, Wingwalls, & Backfill
After arches are filled with SCC, headwalls and wingwalls are erected, and the bridge is backfilled
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Arch End Treatments – Headwall Options
• FRP Panel Walls– MSE or Through-Tied– Compatible with skewed bridges– Lightweight, easy to install– Durable, and cost competitive
• Concrete – Precast or CIP– MSE, Through-Tied, or Gravity– PC Panel, PCMG Units, Cast-in-place– Versatile design options– More conventional aesthetic
Multiple options to meet any Engineering, Cost, or Aesthetic Needs
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Benefits – Save time, Save Money, Last Longer All Bridges designed for AASHTO LRFD Specs
Bridge superstructure
built in less than 2 weeks
Replaces all Concrete, Precast
Concrete and Steel Alternatives
Composites utilized for all major
components in superstructure
Joint-free, steel-free structure
Natural stream bed maintained,
bottomless, no disruption to
hydraulics
Craig Dilger for The New York Times
Provides 100+ years of service with very little maintenance
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Design of a Buried Composite Arch Bridge
• Cast in place, buried concrete arch bridge• AASHTO LRFD, Section 12 – Buried Structures• AASHTO LRFD, Section 5 – Concrete Structures• AASHTO LRFD, Section 3 – Loads & Load Factors
– Dead Loads (DC, DW), Soil Loads (EV, EH)– Live Load (HL-93)
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Design of Concrete-Filled FRP Tubular Arches All Bridges designed for AASHTO LRFD Specs
• Proposed AASHTO LRFD Guide Specifications for Design of Concrete-Filled FRP Tubes for Flexural and Axial Members
• Closed-form, simplified method for design of Concrete-Filled FRP Tubes (CFFT’s)– Bending (φMn), Axial (φPn) , Shear (φVn)
– Combined Axial and Bending (interaction diagrams)
– Connection detailing
• Generic in nature – applies to all CFFT’s• Presented to AASHTO’s T-6 (FRP) Committee
in May 2011, currently under review
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Projects Completed & Underway
Status Bridge Location/NameDescription
Const.Year Key Stats
Complete(9)
Pittsfield, ME – Neal BridgePilot Project with University of Maine
2008 29.0’ Span
Anson, ME – McGee BridgeMunicipal Design/Build Project
2009 28.0’ Span
Bradley, ME – Jenkins Bridge 2010 28.5’ Span
Auburn, ME – Royal River Bridge 2010 38.0’ Span
Belfast, ME – Perkins Bridge 2010 48.0’ Span
Hermon, ME – Tom Frost Memorial BridgeSnowmobile/Pedestrian Bridge
2010 44.5’ Span3 Arches
Fitchburg, MAMA DOT Accelerated Bridge Program
2011 37.5’ Span
Caribou, ME – Farm Access Overpass 2011 54.0’ Span
Pinkham’s Grant, NHDOT State Bridge Program
2011 24.5’ Span6 Arches
Awarded Harbor Beach, MIDOT State Bridge Program, FHWA Grant
2012 38.0’ Span
Ellsworth, MEState Bridge Program
2012 34.0’ Span11 Arches
Upcoming LaGrange, ME; Weston, CT; VT, RI, VA, CO, UT 2012
Bradle
yBelfast
Fitchburg
Caribo
u
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Opportunities – Anywhere a concrete bridge is needed
Useful for a wide range of bridge geometries/site conditions
Single-radius arches with
rise/span from 15%-50%
Variable radius arches up to 48’
span
Single and multi-span,Including highly skewed bridges
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Auburn, MaineProject Details• Year: 2010• Span: 38'-0"• Rise: 9'-6"• Width: 38'• Skew: 15°• Arches: 12" diameter• Headwall: cast-in-place concrete and
precast modular gravity wall• Owner: MaineDOT• Engineer: Kleinfelder •SEA
Highlights Replaced steel beam Widened river opening Selected as a national 2011 Engineering
Excellence Grand Award winner by the American Council of Engineering Companies (ACEC).
Before:
After:
Concrete Bridges. Concrete Savings.
www.aitbridges.com
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Bradley, MaineProject Details• Year: 2010• Span: 28'-6"• Rise: 6'-0"• Width: 34'• Skew: 19°• Arches: 12" diameter• Headwall: FRP composite wall panels with
through ties• Owner: MaineDOT• Engineer: Kleinfelder •SEA
Highlights Replaced pipe culverts Widened opening, clear span Out of the water Reduced permitting needs / time Full FRP bridge – superstructure +
headwalls Corrosion resistant means of
construction and soil retention
Before:
After:
Concrete Bridges. Concrete Savings.
www.aitbridges.com
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Belfast, MaineProject Details• Year: 2010• Span: 47'-7"• Rise: 11'-0"• Width: 45'• Skew: 0°• Arches: 15" diameter• Headwall: cast-in-place concrete and
precast modular gravity wall• Owner: MaineDOT• Engineer: Kleinfelder •SEA
Highlights Replaced concrete T-beam Widened opening 50 yards from Belfast Reservoir dam Constructed with 15" diameter tubes.
With only 25% more carbon fiber than their 12" alternatives these arches provide twice the bending strength
Before:
After:
Concrete Bridges. Concrete Savings.
www.aitbridges.com
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Fitchburg, MassachusettsProject Details• Year: 2011• Span: 37'-7"• Rise: 5'-7"• Width: 36'• Skew: 30°• Arches: 12" diameter• Headwall: Composite panels + MSE wall
with geo grid reinforcement• Owner: MassDOT• Engineer: Greenman-Pedersen
Highlights Replaced concrete T-beam Clear span, pier removed Arches carried into place by 5 workers Accelerated Bridge Program for the
replacement of the Scott Reservoir Outlet bridge
Composite headwall system with MSE walls
Before:
After:
Concrete Bridges. Concrete Savings.
www.aitbridges.com
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Gov. Deval Patrick Of MA & Local Officials
Advancing US Technology
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Anson, MaineProject Details• Year: 2009• Span: 27'-7"• Rise: 4'-5"• Width: 25'• Skew: 15°• Arches: 12" diameter• Headwall: corrugated composite panels +
MSE wall with geo grid reinforcement• Owner: Town of Anson, Maine• Engineer: AIT
Highlights Replaced steel beam $90,000 total project cost, $5,000
better than lowest alternative bid Municipal owner, local contractor Superstructure placed in 8 hours Was replaced start to finish in twelve
working days
Before:
After:
Concrete Bridges. Concrete Savings.
www.aitbridges.com
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Pinkham's Grant, New HampshireProject Details• Year: 2011• Span: 23'-8"• Rise: 6'-0"• Width: 26'• Skew: 0°• Arches: 12" diameter• Headwall: composite sheet pile with
through ties• Owner: NHDOT• Engineer: NHDOT / AIT
Highlights Replaced steel beam No heavy equipment used Near the base of Mt. Washington Exposed to extreme conditions, flash
flooding and huge snow fall levels Was replaced start to finish less than
27 working days
Before:
After:
Concrete Bridges. Concrete Savings.
www.aitbridges.com
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Option A – Precast Concrete Arch: Square Alignment (~2870 sq.ft.)
Option B (Chosen) – AIT Arch Bridge: Skewed Alignment Savings (~1775 sq. ft.)
Ellsworth Maine -- Maine DOTSkew Bridge Example
38% footprint reduction compared to precast concrete
Concrete Bridges. Concrete Savings.
www.aitbridges.com
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Summary and Quick Facts on CFFT Arch BridgesInnovative Product Application
• Rapid fabrication our facility or option to fabricate at/near jobsite
• Hybrid composite-concrete system improves material performance
• Steel free superstructure
• Reduced carbon footprint
Performance Tested
• Design/tested to exceed AASHTO load requirements
• Superior redundancy – safe system
• Corrosion resistant materials
• Field load testing indicates even greater levels of safety
Cost Effective and Fast Installation
• Light weight product– reduces equipment transportation needs
• Erected with a small crew, no skilled labor
• Performs up to 2x lifespan of conventional materials
• Accelerated Bridge Construction
• Rapid design, fabrication, and delivery
CONCRETE BRIDGES - CONCRETE SAVINGS.
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Concrete Bridges. Concrete Savings.
www.aitbridges.com
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Inspection and Maintenance
• AIT provides owners with an inspection manual to augment existing inspection programs and procedures
• Includes guidance for identifying damage and maintenance needs with composite materials
• Covers system specific considerations when inspecting a Bridge-in-a-Backpack™ structure• Arches• Decking • Headwalls
• Maintenance and repair with composites is an established science. Composite technicians have been successfully repairing composites in marine and aviation applications for decades.
31
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Composite Arch “Bridge-in-a-Backpack” System
Image Credit:NY Times,
University of Maine
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Advanced Infrastructure Technologies
• Product – AIT designs & manufactures FRP composite tubes for construction– Ability to supply a complete engineered bridge system– Packages: FRP arches + composite decking, modular FRP headwalls
• Structural Design– AIT’s engineers design the composite arch bridge superstructure– Can design the bridge substructure, internally or with consultants– Optimization to maximize efficiency of structure– Local manufacturing and installation
• Carbon Fiber Bridge Superstructures – Safe, Fast, Designed with Redundant Strength Characteristics
Concrete Bridges Concrete Savings