charla puentes acelerados pci
TRANSCRIPT
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Accelerated Bridge Construction
Seventeenth Statewide Conference on Local Bridges
Precast Concrete
,
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PCINE Bridge Technical Committee
PCINE Technical Committee was established in
Members included State Department of
and New York, Consultants and Precastors
Standards for ABC Bridge Construction since
2004
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State DOT
PCINE Bridge Technical Committee
Precasters Joseph Cancelliere - CTDOT
Robert Bulger - Maine DOT
Rita Seraderian - PCI Northeast
Joe Carrara - J. P. Carrara & Sons
Alex Bardow - Mass. Highway Dept.
Maura Sullivan - Mass. Highway Dept.
Ernie Brod - J. P. Carrara & Sons
Chris Fowler - Oldcastle Precast
- . .
Duane Carpenter - New York State DOT
Michael Twiss - New York State DOT
-
Scott Harrigan Fort Miller
Matthew Royce - New York State DOT
Jason Tremblay - New Hampshire DOT
Consultants
Michael P. Culmo - CME Associates, Inc.
av cott - ew amps re
Mike Savella - Rhode Island DOT
Jonathan Griffin Vermont AOT
r c a erwoo - a erwoo ng.
Vartan Sahakian -Commonwealth Eng.
Darren Conbo - Jacobs En .
Ed Barwicki - Lin Associates
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Accelerated Bridge Construction
Reports Developed by the Technical Committee
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Accelerated Bridge Construction
Reports are available at www.pcine.org
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Accelerated Bridge Construction
Development of the NEXT beam
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Accelerated Bridge Construction
Development of the NEXT beam
Depth 24Depth 24 36 in 4 increments36 in 4 increments
Typical Span Range 50Typical Span Range 50 7575
w varyw vary -- --
Used for bridges with util itiesUsed for bridges with util ities
Construction.Construction.
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Accelerated Bridge Construction
NEXT Beam Width up to 12-0
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Accelerated Bridge Construction
NEXT Beam Preliminary Design Charts
NEXT BeamNEXT Beam
re m nary es gn artsre m nary es gn arts
6000 psi6000 psi
8000 si8000 si
10000 psi10000 psi
2424 3636
Beam Width 8Beam Width 8--00 1212--00
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Accelerated Bridge Construction
NEXT Beam Example
Existing Bridge
Pro osed New Brid e
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Accelerated Bridge Construction
Bridge Section
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Accelerated Bridge Construction
Beam Design
Preliminary Beam
z ng Use PCI NEXT Beamtan ar s
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Accelerated Bridge Construction
Substructure Details using ABC
Guidelines for Accelerated Bridge
Precast/Prestressed ConcreteComponents
Section 2: General Requirements
Section 3: Precast Components
Section 5: Grouting
Section 6: Seismic
Section 7: Fabrication andConstruction
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Accelerated Bridge Construction
Second Edition Under Development
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Accelerated Bridge ConstructionNew FHWA Manual Connection Details for
Prefabricated Bridge Elements and Systems
Availabilit
Published June 2009DOTs will receive copies
conferences
Available at:www.fhwa.dot. ov/brid e/ refab/ Data Exchange
knowledge.fhwa.dot.gov
Gather details of Connections thathave been used on accelerated
.
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Upcoming FHWA ABC Manual
Accelerated Bridge
Construction
Experience in
,
and Erection of
Elements and
Systems
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Accelerated Bridge Construction
Schematic Pier Design
Column to Cap Beam
Sections 3.2 and 4.3 Detail used b the Florida
DOT
Similar to footing connection
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Accelerated Bridge Construction
Schematic Abutment Design
Integral Abutment
Section 3.2.2, 3.2.4
and 4.3.1
e a eve ope y
Maine DOT
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Accelerated Bridge Construction
Com leted A roach slab connectionAbutment(4.3.2)
Flying Wingwall
connection (3.2.2)
Post tensioning (5.4)
Pile to cap connection (3.1)
(3.2.2) and (3.2.4)
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Accelerated Bridge ConstructionCompletedComposite DeckMembrane
water roofin with bit. r geWearing surface Precast Parapet
Precast Pier
Abutment
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Accelerated Bridge Construction
Estimated Construction Schedule
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Accelerated Bridge Construction
Beam Cost Considerations
Box Beam Next Beam Conclusion
-
Draping
Straight Strand
have significantly
lower fabrication
cost per SF
Shipping One beam per
truck (3-4)
One beam per
truck (8-12)
Next Beam
reduces the
number of trucks
Cranes Lighter picks Heavier picks
Shorter erection
Probably a wash
t meInstallation Requires
Transverse PT
Set it an move on Much easier
installation, no
,
post-tensioning
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Fabrication of the NEXT Beam
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The NEXT Beam
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The NEXT Beam
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Accelerated Bridge Construction
York Maine Route 103 Project
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Accelerated Bridge Construction
Queens Blvd. Interchange
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Accelerated Bridge ConstructionDevelopment of the NEXT Deck D beam
Full Thickness Slab for low volume roads.
Details, section properties and connections.
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Accelerated Bridge ConstructionDevelopment of the NEXT Deck beam
C
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Accelerated Bridge Construction
Sibley Pond Bridge Canaan-Pittsfield, ME
Stats:
rs
40 10 wide - 36
Bridge 790 x 36
10 S ans
A l t d B id C t ti
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Accelerated Bridge Construction
Sibley Pond Bridge Canaan-Pittsfield, ME
A l t d B id C t ti
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Accelerated Bridge Construction
Sibley Pond
A l t d B id C t ti
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Accelerated Bridge Construction
NEXT Research Underway
Objectives: Field performance of NEXT beam
bridges through live-load field testing and long-term
monitoring.
Finite element modeling to evaluate live load
.
Currently verifying FE models with LLDF.All six NEXT beams have been fabricated by Dailey.
Strain readings in all beams have been taken.
ons ruc on sc e u e o s ar a e u y.
Accelerated Bridge Construction
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Accelerated Bridge Construction
South Maple Street ; Enfield, CT
Design/Build
Precast Erected 2 weeks
71 pieces
Accelerated Bridge Construction
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Accelerated Bridge Construction
South Maple Street ; Enfield, CT
Accelerated Bridge Construction
UptonUpton Andover Dam Bridge ReplacementAndover Dam Bridge Replacement
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Accelerated Bridge ConstructionUptonUpton -- Andover Dam Bridge ReplacementAndover Dam Bridge Replacement
Maines Rapid BridgeMaines Rapid Bridge
Accelerated Bridge Construction
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Accelerated Bridge Construction
Phase I: 4 Day Closure
DETOURDETOUR
xcava e o emove s ruc onsfor Pile Driving
r ve eer ve ee -- esesns a es an over p es an re-open to traffic
Accelerated Bridge Construction
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Accelerated Bridge Construction
Phase II: 4 Day Closure
DETOURDETOUR
Accelerated Bridge Construction
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Accelerated Bridge Construction
Begin Day 1 - Road Closed June 15th 2004
Piles Installed
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Accelerated Bridge Construction
Begin Day 2 - Road Closed June 16th 2004 5:00 AM
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Accelerated Bridge Construction
End of Day 3 - Abutment #2 Pile installed
Total Elapsed Closure Time = 36 hrs
Accelerated Bridge Construction
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Accelerated Bridge Construction
Bridge Removed1 months later the road was closed for the final
time 4:30 am August 2nd
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Accelerated Bridge Construction
End of Day 4 Bridge removal 90% Abutment #1
Installed
Total Elapsed Closure Time 50 Hours
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g
Installation of Abutment Units
Accelerated Bridge Construction
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g
Precast Abutments & PT
Accelerated Bridge Construction
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g
End of Da 5 Abutment #2 Ri ra and
Superstructure installed
Total Elapsed Closure Time 74 Hours
Accelerated Bridge Construction
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End Day 6 Rail installed, shear keys grouted &
road opened
Total Elapsed Closure Time 96 Hours
Accelerated Bridge Construction
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Upton - Andover Dam Bridge Replacement
Accelerated Bridge Construction
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Learning Assessment
What Bridge Span Lengths should beu
Beam?
w
Accelerated Bridge Construction
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Learning Assessment
developed?
better and to be used for Accelerated
Bridge Construction.
Accelerated Bridge Construction
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Learning Assessment
a resources are ava a e or
accelerated bridge construction?
documents that can be download on
.
Accelerated Bridge Construction
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- Questions?