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Found 127 Results

2011 – US 6 Bridge over Keg Creek

State: IA
Year: 2011
Owner: State
Location: Rural
Beam material: Steel

Spans: Three-span
Max Span Length (ft.): 70
Total Bridge Length (ft.): 204.5
Impact Category: Tier 3 (within 2 weeks)
Construction Equipment Category: Conventional

Project Planning: TPF-5(221), design-bid-build, full lane closure, incentive / disincentive clause
Geotechnical Solutions: fully-contained flooded backfill
Structural Solutions: MDcBs (Modular concrete-Decked steel Beam), precast cap & column(s), precast abutment cap, precast abutment stem, precast backwall, precast wingwall, CIP reinforced closure joint, bars in splice coupler, socket connection (in precast substructure)-(abutments), UHPC closure joint, precast approach slab, prefabricated railing


2011 – Chester VT 103 Bridge 9

State: VT
Year: 2011
Owner: State
Location: Urban
Beam material: Concrete

Spans: One-span
Max Span Length (ft.): 119.81
Total Bridge Length (ft.): 119.81
Impact Category: Tier 5 (within 3 months)
Construction Equipment Category: Other ABC Method

Project Planning: State process, design-bid-build, full lane closure, incentive / disincentive clause, lump sum bonus
Geotechnical Solutions:
Structural Solutions: precast abutment cap, precast wingwall, match cast closure joint (abutments), PT ducts/un-bonded (abutments), socket connection (abutments), epoxy joint (abutments), asphalt overlay w/membrane, precast approach slab


2011 – Craig Creek Bridge

State: CA
Year: 2011
Owner: State
Location: Rural
Beam material: Concrete

Spans: One-span
Max Span Length (ft.): 108
Total Bridge Length (ft.): 108
Impact Category: Tier 4 (within 1 month)
Construction Equipment Category: Conventional

Project Planning: design-bid-build, full lane closure, value engineering
Geotechnical Solutions:
Structural Solutions: adjacent box beam, precast abutment cap w/backwall, precast wingwall, CIP reinforced closure joint, grouted key closure joint, PT ducts/bonded, pocket connection (in precast substructure)


2011 – Little Cedar Creek Bridge

State: IA
Year: 2011
Owner: County
Location: Rural
Beam material: Concrete

Spans: One-span
Max Span Length (ft.): 60
Total Bridge Length (ft.): 60
Impact Category: Tier 5 (within 3 months)
Construction Equipment Category: Conventional

Project Planning: design-bid-build, full lane closure
Geotechnical Solutions: fully-contained flooded backfill
Structural Solutions: UHPC waffle deck, CIP reinforced closure joint, UHPC closure joint, grouted blockout w/shear connector


2011 – Volmer and Johnson Creek Bridges

State: OR
Year: 2011
Owner: State
Location: Rural
Beam material: Concrete

Spans: One-span
Max Span Length (ft.): 29
Total Bridge Length (ft.): 29
Impact Category: Tier 4 (within 1 month)
Construction Equipment Category: Conventional

Project Planning: State process, Design-bid-build,
Geotechnical Solutions:
Structural Solutions: adjacent slab beam; precast abutment cap w/backwall; steel sheet piling, grouted key closure joint; socket connection (in precast substructure); epoxy joint; asphalt overlay w/membrane; precast approach slab; precast curb; other miscellaneous prefabricated element – precast sleeper slab; other miscellaneous prefabricated element – precast shear lugs


2011 – Boothbay Knickerbocker Bridge

State: ME
Year: 2011
Owner: State
Location: Rural
Beam material: Concrete

Spans: > Three-span
Max Span Length (ft.): 70
Total Bridge Length (ft.): 540
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: MDcBh (Modular concrete-Decked hybrid Beam - Hillman Composite Beam (HCB) w/ wings), asphalt overlay w/membrane


2011 – TH 61 Bridge over Gilbert Creek

State: MN
Year: 2011
Owner: State
Location: Rural
Beam material: Concrete

Spans: Three-span
Max Span Length (ft.): 41
Total Bridge Length (ft.): 123
Impact Category: Tier 5 (within 3 months)
Construction Equipment Category: Conventional

Project Planning: design-bid-build, A+B bidding, incentive / disincentive clause
Geotechnical Solutions:
Structural Solutions: adjacent inverted T beam, precast pile cap, precast abutment stem, precast wingwall, CIP reinforced closure joint, socket connection (in precast substructure), thin-bonded epoxy overlay


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