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Found 126 Results

2010 – I-15 / Pioneer Crossing Bridge

State: UT
Year: 2010
Owner: State
Location: Urban
Beam material: Concrete

Spans: One-span
Max Span Length (ft.): 191
Total Bridge Length (ft.): 191
Impact Category: Tier 1 (within 1 day)
Construction Equipment Category: SPMTs

Project Planning: State process, Design-build; Alternative Technical Concept, Full lane closure; Incentive / disincentive clauses
Geotechnical Solutions: Embankment surcharge
Structural Solutions: MSE walls, FDcBc (full-width concrete-decked concrete beam unit), CIP reinforced concrete closure joints


2010 – US 17 Bridge over Tar River (Washington Bypass)

State: NC
Year: 2010
Owner: State
Location: Rural
Beam material: Concrete

Spans: > Three-span
Max Span Length (ft.): 121.67
Total Bridge Length (ft.): 14784
Impact Category: Tier 6 (longer but reduced by months/years)
Construction Equipment Category: Other ABC Method

Project Planning: Design-build, Full lane closure; Incentive / disincentive clauses; Formalized partnering
Geotechnical Solutions:
Structural Solutions: Precast pile caps, PT ducts/bonded; Socket connection (in precast substructure)


2010 – I-93 Bridge over Loudon Road (Route 9)

State: NH
Year: 2010
Owner: State
Location: Urban
Beam material: Steel

Spans: One-span
Max Span Length (ft.): 82
Total Bridge Length (ft.): 82
Impact Category: Tier 2 (within 3 days)
Construction Equipment Category: Conventional

Project Planning: State Process, Design-bid-build, Incentive / disincentive clauses; No Excuse bonus; Value Engineering
Geotechnical Solutions:
Structural Solutions: Full-depth precast deck panel w/PT, CIP reinforced concrete closure joints; Grouted key closure joints; PT ducts/bonded; Asphalt overlay w/membrane


2010 – Vista Interchange Bridge

State: ID
Year: 2010
Owner: State
Location: Urban
Beam material: Concrete

Spans: Two-span
Max Span Length (ft.): 91.5
Total Bridge Length (ft.): 182
Impact Category: Tier 6 (longer but reduced by months/years)
Construction Equipment Category: Conventional

Project Planning: Design-bid-build, Lane rental; Value Engineering
Geotechnical Solutions:
Structural Solutions: Precast column cap (precast bent cap; precast crossbeam); Precast abutment cap; MSE wall, Bars in splice couplers; Grouted duct connection (in precast substructure)


2010 – Eastern Avenue Bridge

State: DC: District of Columbia
Year: 2010
Owner: District Department of Transportation
Location: Urban
Beam material: Concrete

Spans: Two-span
Max Span Length (ft.): 42.33
Total Bridge Length (ft.): 84.67
Impact Category: Tier 6 (longer but reduced by months/years)
Construction Equipment Category: Conventional

Project Planning: Design-bid-build, Full lane closure
Geotechnical Solutions: Other foundation/wall: undercut unsuitable in-situ materials and replaced with compacted aggregate base under spread footing,
Structural Solutions: MDcBs (Modular decked beams); Precast cap & column(s), CIP reinforced concrete closure joints; Grouted key closure joints; Asphalt overlay w/membrane; LWC deck


2010 – Gordon’s Corner Road Bridge over Route 9

State: NJ
Year: 2010
Owner: State
Location: Urban
Beam material: Steel

Spans: Two-span
Max Span Length (ft.): 59
Total Bridge Length (ft.): 118
Impact Category: Tier 2 (within 3 days)
Construction Equipment Category: Conventional

Project Planning:

• Design-bid-build

,

• Full lane closure• Incentive / disincentive clauses


Geotechnical Solutions:
Structural Solutions:

• Modular decked beams (MDcBs)

, CIP reinforced concrete closure joints; Precast approach slabs


2010 – Ben Sawyer Swing Bridge

State: SC
Year: 2010
Owner: State
Location: Urban
Beam material: Steel

Spans: > Three-span
Max Span Length (ft.): 247
Total Bridge Length (ft.): 1154
Impact Category: Tier 3 (within 2 weeks)
Construction Equipment Category: Lateral Slide

Project Planning: Design-build, Full lane closure; Incentive / disincentive clauses
Geotechnical Solutions: Reused substructure/foundation unit,
Structural Solutions: Exodermic deck, Truss span w/deck; FDcBs (full-width concrete-decked steel beam unit), LWC deck


2010 – 41st Street Bridge

State: SD
Year: 2010
Owner: City of Sioux Falls
Location: Urban
Beam material: Concrete

Spans: Three-span
Max Span Length (ft.): 125
Total Bridge Length (ft.): 305
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; Lump sum
Geotechnical Solutions:
Structural Solutions: Adjacent box beams, Grouted key closure joints; PT ducts/bonded


2010 – Willis Avenue Bridge over Harlem River

State: NY
Year: 2010
Owner: New York City
Location: Urban
Beam material: Steel

Spans: > Three-span
Max Span Length (ft.): 350
Total Bridge Length (ft.): 2012
Impact Category: Tier 1 (within 1 day)
Construction Equipment Category: SPMTs

Project Planning: State process; FHWA process, Right-of-way acquisition, Design-Bid-Build, Formalized partnering; Value Engineering
Geotechnical Solutions: Micropiles,
Structural Solutions: Steel grid (concrete filled) deck; Precast cap shells; Steel sheet piling; Precast retaining walls; Modular block walls; MSE walls, Truss span w/deck, CIP reinforced concrete closure joints; Grouted key closure joints; Match cast closure joints; Steel diaphragms; LWC deck


2010 – North Kahana Stream Bridge

State: HI
Year: 2010
Owner: State
Location: Rural
Beam material: Concrete

Spans: Three-span
Max Span Length (ft.): 46
Total Bridge Length (ft.): 128
Impact Category: Tier 6 (longer but reduced by months/years)
Construction Equipment Category: Conventional

Project Planning: Design-bid-build, Full lane closure; Lane rental; Incentive / disincentive clauses
Geotechnical Solutions:
Structural Solutions: Adjacent slab beams, Grouted key closure joints