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Innovative Bridge Designs for Rapid Renewal

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115 ft span capability; depth / span 36 ... Full Span Launching. Segment Placement. Innovative Foundations Solutions. ABC Bridge Foundations ... – PowerPoint PPT presentation

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Title: Innovative Bridge Designs for Rapid Renewal


1
Innovative Bridge Designs for Rapid Renewal
  • Transportation Research Board SHRP2 - Project R04

HNTB Corporation Iowa State University, Ames,
IA Structural Engineering Associates, San
Antonio, TX Nyleve Bridge, Emmaus, PA Walsh
Construction, Chicago, IL
2
Major Questions
  • How do we construct bridges quicker?
  • How do we make them durable for 75 100 years?
  • What technical issues are in the way?
  • What deployment issues are in the way?

3
Owner Initiatives
4
Owner Initiatives
  • R04 Findings Major Themes
  • Strong impetus to use ABC
  • Support (real or perceived) is strong at most
    levels
  • Reluctant agencies list cost as the main
    impediment
  • ABC, when used, has a remarkable satisfaction
    rate
  • DB, AB and ID contracts most common

5
Owner Initiatives
  • Project Survey Main Themes
  • Common reasons traffic and worker/public safety
  • Few agencies have an ABC process
  • Reasons for not employing ABC
  • Requires more research
  • Requires institutional change
  • 5 agencies provided specifics on ABC projects
  • User costs only considered to be real costs by 1
    in 5 DOTs
  • Benefits considered to outweigh costs by all 5
    DOTs

6
Owner Initiatives
  • Many Flavors of ABC
  • Florida
  • Several SPMT projects completed more planned
  • Some use of precast pier construction
  • Texas
  • Significant use of prefabricated substructures
  • Use of U-beams for rapid superstructure erection
  • Utah
  • Developing a standard agency policy centered
    around rapid replacement
  • North Carolina
  • Creation of Alternative Delivery Unit

7
Project Procurement and Contracting
8
Innovative Contracting
  • UDOT CMGC
  • Owner hires the engineer and contractor,
    simultaneously, via separate contracts
  • NC DOT Washington Bypass
  • Design Build Best Value
  • Ministry of Transportation Model (Clyde Avenue)
  • Only selected pre-qualified general contractors
    invited to be bid
  • GCs required to submit credentials of one or
    more heavy lifters for additional
    prequalification.

9
Innovative Contracting
  • European Model (reference Freyssinet / Hebetec)
  • Owner mandates specialty methods of erection
  • Owner hires the specialty contractor or lifter
  • Engineers required to design a compatible
    solution
  • GC is required to construct the chosen solution
  • Much less fear about engineer / contractor
    interaction during design phases
  • User costs are highly valued

10
Innovative Contracting
  • Contractor Concerns
  • If ABC shifts to large scale prefabrication and
    use of specialty movers, what is the role of the
    GC?
  • Has implications on profit and responsibility
  • Current contracts involve expensive subs
  • Lack of control of a large portion of the bid
    price
  • Engineers should not dictate methods of
    construction

11
Innovative Projects / Construction Technologies
12
Washington Bypass
Pictures from Flatiron Construction
13
TxDOTPre-Topped U Beams
  • 115 ft span capability depth / span 36
  • With 4 c.i.p. topping and exterior barriers,
    segment weight is 150 tons
  • Contractor places 2 spans per night

14
Gantry Beam Erection
15
Gantry Beam Erection
16
FreyssinetAutoripageSystem
  • Structure built on raft foundation
  • 35m bridge 2400ton movement time lt 5 hours
  • Suitable for poor subgrade conditions
  • Pressure lt 10 psi

17
Westlink M7 Motorway
  • Standard section designed by VSL
  • Works in span by span, balanced cantilever and
    full span launching
  • Segment size 15m x 3m x 90 metric tons
  • Segments can be made in advance and stockpiled

18
Full Span LaunchingSegment Delivery
19
Full Span LaunchingSegment Placement
20
Innovative Foundations Solutions
21
ABC Bridge Foundations
  • Relative to superstructures, much less work in
    this area
  • FHWA 2002 Scan Tour identified some promising
    technologies
  • Self-Drilling Piling (grouted or screw piles)
  • Continuous Flight Auger piles w/ automated
    control
  • Cased secant piles
  • Hydro-Mill continuous walls

22
GRS Bridge Abutments
23
GRS Bridge Abutments
24
Where to From Here?
  • Continue data gathering and reviews
  • Determine what methods have promise
  • New bridge design concepts that better use
    innovative construction techniques
  • New / refined construction techniques for
    existing / new bridge concepts
  • Implement new research
  • Coordinate with other SHRP2 projects
  • R02 Foundations
  • R07 Performance Specifications
  • R19 100 yr service life

25
Thank You
  • Dr. Francesco M. Russo, P.E.
  • FRUSSO_at_HNTB.COM
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