Reset Search

2007 – I-10 Bridge over Escambia Bay (Replacement Spans)
State: FL
Year: 2007
Owner: State
Location: Rural
Beam material: Concrete
Spans: > Three-span
Max Span Length (ft.): 250
Total Bridge Length (ft.): 13728
Impact Category: Tier 6 (longer but reduced by months/years)
Construction Equipment Category: Other ABC Method
Project Planning: early environmental clearance & permitting,
design-build,
A+B bidding (A B bidding), warranty, lane rental, incentive / disincentive clause
Geotechnical Solutions:
Structural Solutions: precast pile cap, precast footing(s),
pocket connection (in precast substructure)

2007 – I-215 / 4500 South Bridge
State: UT
Year: 2007
Owner: State
Location: Urban
Beam material: Concrete
Spans: One-span
Max Span Length (ft.): 172
Total Bridge Length (ft.): 172
Impact Category: Tier 2 (within 3 days)
Construction Equipment Category: SPMTs
Project Planning: State process,
CM/GC,
full lane closure
Geotechnical Solutions: CIP substructure under traffic,
self-compacting backfill
Structural Solutions: FDcBs (full-width concrete-decked steel beam unit),
precast approach slab, LWC deck

2007 – Parker River Bridge
State: MA
Year: 2007
Owner: U.S. Fish and Wildlife Service
Location: Urban
Beam material: Concrete
Spans: Three-span
Max Span Length (ft.): 30
Total Bridge Length (ft.): 90
Impact Category: Tier 6 (longer but reduced by months/years)
Construction Equipment Category: Conventional
Project Planning: Design-bid-build,
Geotechnical Solutions:
Structural Solutions: adjacent slab beam, precast pile cap, precast abutment stem; precast wingwall,
grouted key closure joint, PT ducts/un-bonded, socket connection (in precast substructure)

2007 – Madison County Bridge
State: IA
Year: 2007
Owner: County
Location: Rural
Beam material: Concrete
Spans: One-span
Max Span Length (ft.): 46.67
Total Bridge Length (ft.): 46.67
Impact Category: Tier 6 (longer but reduced by months/years)
Construction Equipment Category: Conventional
Project Planning: design-bid-build,
full lane closure
Geotechnical Solutions:
Structural Solutions: adjacent box beam, precast abutment footing,
CIP reinforced closure joint, grouted key closure joint, PT ducts/bonded, socket connection (in precast substructure)-(caps)

2006 – Graves Avenue over I-4
State: FL
Year: 2006
Owner: County
Location: Urban
Beam material: Concrete
Spans: Two-span
Max Span Length (ft.): 143
Total Bridge Length (ft.): 286
Impact Category: Tier 1 (within 1 day)
Construction Equipment Category: SPMTs
Project Planning: design-bid-build,
A+B bidding (A B bidding), full lane closure, incentive / disincentive clause
Geotechnical Solutions:
Structural Solutions: FDcBc (Full-width concrete Decked concrete Beam unit),
CIP reinforced closure joint

2006 – O’Malley Road Bridge
State: AK
Year: 2006
Owner: State
Location: Urban
Beam material: Concrete
Spans: Two-span
Max Span Length (ft.): 110
Total Bridge Length (ft.): 223
Impact Category: Tier 5 (within 3 months)
Construction Equipment Category: Conventional
Project Planning: Design-bid-build,
Geotechnical Solutions:
Structural Solutions: Adjacent deck bulb T beams,
Grouted key closure joints, Grouted blockout w/shear connectors, Asphalt overlay w/membrane

2006 – Grayling Creek Bridge
State: AK
Year: 2006
Owner: State
Location: Rural
Beam material: Steel
Spans: One-span
Max Span Length (ft.): 148
Total Bridge Length (ft.): 148
Impact Category: Tier 5 (within 3 months)
Construction Equipment Category: Conventional
Project Planning: Design-bid-build,
Geotechnical Solutions:
Structural Solutions: Full-depth precast deck panel w/o PT,
Grouted key closure joint, Grouted blockout w/shear connectors

2006 – Mackey Bridge (Marsh Rainbow Arch Bridge)
State: IA
Year: 2006
Owner: County
Location: Rural
Beam material: Concrete
Spans: Three-span
Max Span Length (ft.): 56.5
Total Bridge Length (ft.): 151.33
Impact Category: Tier 6 (longer but reduced by months/years)
Construction Equipment Category: Conventional
Project Planning: design-bid-build,
full lane closure
Geotechnical Solutions:
Structural Solutions: full-depth precast deck panel w/PT, precast pile cap, precast abutment footing,
CIP reinforced closure joint, bars in splice coupler, PT ducts/bonded, socket connection (in precast substructure), other closure joint/connection: grouted channel w/ shear connector

2006 – Depot Street Bridge
State: OR
Year: 2006
Owner: State
Location: Urban
Beam material: Concrete
Spans: Two-span
Max Span Length (ft.): 306
Total Bridge Length (ft.): 410
Impact Category: Tier 3 (within 2 weeks)
Construction Equipment Category: Lateral Slide
Project Planning: State process,
Design-bid-build,
Full lane closure
Geotechnical Solutions: CIP substructure under traffic,
Structural Solutions: Arch span w/deck,

2005 – Route 1 Bridges over Olden Avenue & Mulberry Street
State: NJ
Year: 2005
Owner: State
Location: Urban
Beam material: Steel
Spans: One-span
Max Span Length (ft.): 86.8
Total Bridge Length (ft.): 86.8
Impact Category: Tier 2 (within 3 days)
Construction Equipment Category: Conventional
Project Planning: design-bid-build,
full lane closure, lane rental, incentive / disincentive clause
Geotechnical Solutions:
Structural Solutions: MDcBs (Modular Decked Beam),
CIP reinforced closure joint, grouted key closure joint

