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Found 126 Results

2008 – 24th Street Bridge over I-29/I-80

State: IA
Year: 2008
Owner: State
Location: Urban
Beam material: Steel

Spans: Two-span
Max Span Length (ft.): 178.5
Total Bridge Length (ft.): 353.5
Impact Category: Tier 6 (longer but reduced by months/years)
Construction Equipment Category: Conventional

Project Planning: Design-bid-build, A+B bidding; Incentive / disincentive clauses
Geotechnical Solutions: Fully-contained flooded backfill
Structural Solutions: Full-depth precast deck panel w/PT, CIP reinforced concrete closure joints; Grouted key closure joints; Grouted blockout w/shear connectors; PT ducts/bonded; Standard concrete overlay


2008 – Jakway Park Bridge

State: IA
Year: 2008
Owner: Buchanan County
Location: Rural
Beam material: Concrete

Spans: Three-span
Max Span Length (ft.): 51.17
Total Bridge Length (ft.): 115.33
Impact Category: Tier 5 (within 3 months)
Construction Equipment Category: Conventional

Project Planning: Design-bid-build, Full lane closure
Geotechnical Solutions:
Structural Solutions: Other deck beam element: pi-girders, CIP reinforced concrete closure joints; Grouted key closure joints; Asphalt chip seal w/o membrane; Steel diaphragms


2007 – SR 520 / SR 202 Interchange

State: WA
Year: 2007
Owner: State
Location: Urban
Beam material: Concrete

Spans: Three-span
Max Span Length (ft.): 145
Total Bridge Length (ft.): 435
Impact Category: Tier 5 (within 3 months)
Construction Equipment Category: Other ABC Method

Project Planning: Design-Bid-Build, Contractor option
Geotechnical Solutions:
Structural Solutions: Precast column cap (precast bent cap; precast crossbeam); grouted duct connection,


2007 – Route 4 Bridge 50 over Ottauquechee River (Woodstock)

State: VT
Year: 2007
Owner: Town of Woodstock
Location: Urban
Beam material: Concrete

Spans: Three-span
Max Span Length (ft.): 84
Total Bridge Length (ft.): 202.5
Impact Category: Tier 4 (within 1 month)
Construction Equipment Category: Conventional

Project Planning: Other decision-making tool: Stakeholder Meetings held to present alternatives, Right-of-Way acquisition, Design-bid-build, Full lane closure; Incentive / disincentive clause; Lump sum bonus; Value Engineering
Geotechnical Solutions: CIP substructure under traffic,
Structural Solutions: Adjacent box beams, Modular block walls, CIP reinforced concrete closure joint; Grouted key closure joint; Asphalt overlay w/membrane; LWC beams


2007 – Martin Branch Bridge

State: TX
Year: 2007
Owner: Wise County
Location: Rural
Beam material: Steel

Spans: Three-span
Max Span Length (ft.): 50
Total Bridge Length (ft.): 150
Impact Category: Tier 6 (longer but reduced by months/years)
Construction Equipment Category: Conventional

Project Planning: Other Decision-Making Tool, Programmatic Agreement, Design-bid-build, Full lane closure
Geotechnical Solutions:
Structural Solutions: Orthotropic deck - SPS (Sandwich Plate System); MDhBs (Modular hybrid-Decked steel Beam), Polymer concrete overlay; Texas Type T6 railing


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, 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 beams; Precast pile caps; Precast abutment stems; Precast wingwalls, Grouted key closure joints; PT ducts/un-bonded; Socket connection (in precast substructure)


2007 – IA – Madison County Bridge

State: IA
Year: 2007
Owner: Madison 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 beams; Precast abutment cap, CIP reinforced concrete closure joints; Grouted key closure joint; PT ducts/bonded; Socket connection (in precast substructure)-(caps)


2007 – OR 47 Bridge over Dairy Creek Overflow

State: OR
Year: 2007
Owner: State
Location: Rural
Beam material: Concrete

Spans: One-span
Max Span Length (ft.): 45
Total Bridge Length (ft.): 45
Impact Category: Tier 3 (within 2 weeks)
Construction Equipment Category: Conventional

Project Planning: State process, In-house forces, Full lane closure
Geotechnical Solutions:
Structural Solutions: Adjacent box beams; Steel pile caps, Grouted key closure joints; Asphalt overlay w/o membrane