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Found 129 Results

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 clause
Geotechnical Solutions:
Structural Solutions: MDcBs (Modular concrete-Decked steel Beam), CIP reinforced closure joint, precast approach slab


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 clause
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 (A B bidding), incentive / disincentive clause, lump sum
Geotechnical Solutions:
Structural Solutions: adjacent box beam, grouted key closure joint, 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 clause
Geotechnical Solutions:
Structural Solutions: adjacent slab beam, grouted key closure joint


2010 – Kickapoo Bridge

State: MS
Year: 2010
Owner: City of Clinton
Location: Rural
Beam material: Concrete

Spans: > Three-span
Max Span Length (ft.): 31
Total Bridge Length (ft.): 124
Impact Category: Tier 5 (within 3 months)
Construction Equipment Category: Conventional

Project Planning: design-bid-build, full lane closure, incentive / disincentive clause
Geotechnical Solutions:
Structural Solutions: adjacent slab beam, precast pile cap, precast abutment cap, precast wingwall, grouted key closure joint, socket connection (in precast substructure), prefabricated railing


2010 – I-70 Bridge over Eagle Canyon (Eastbound)

State: UT
Year: 2010
Owner: State
Location: Rural
Beam material: Steel

Spans: > Three-span
Max Span Length (ft.): 375
Total Bridge Length (ft.): 491
Impact Category: Tier 5 (within 3 months)
Construction Equipment Category: Other ABC Method

Project Planning: State process, CM/GC, Full lane closure
Geotechnical Solutions:
Structural Solutions: Full-depth precast deck panel w/PT, Grouted key closure joint; PT ducts/bonded; Thin-bonded epoxy overlay; LWC deck


2010 – Phillipston Bridge

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

Spans: One-span
Max Span Length (ft.): 60.67
Total Bridge Length (ft.): 60.67
Impact Category: Tier 3 (within 2 weeks)
Construction Equipment Category: SPMTs

Project Planning: State process, electronic shop drawing submittal & approval process, design-build, full lane closure, incentive / disincentive clause, no excuse bonus, lump sum bonus
Geotechnical Solutions: reused substructure/foundation unit,
Structural Solutions: precast abutment cap w/backwall, FDcBs (Full-width decked beam), grouted duct connection, asphalt overlay w/membrane


2010 – I-15 / Layton Parkway Bridge

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

Spans: Two-span
Max Span Length (ft.): 108.8
Total Bridge Length (ft.): 217.8
Impact Category: Tier 1 (within 1 day)
Construction Equipment Category: Longitudinal Launching

Project Planning: State process, design-build, incentive / disincentive clause
Geotechnical Solutions: embankment surcharge
Structural Solutions: MSE wall, FDcBs (full-width concrete-decked steel beam unit), CIP reinforced closure joint, thin-bonded epoxy overlay, LWC deck