ABC Project Database

107 bridges found
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    2013 – I-5 / Skagit River Bridge
      State: Washington ;    Year: 2013 ;    Location: Interstate 5 across the Skagit River between the cities of Mount Vernon and Burlington in northwestern Washington State ;    Spans: > Three-span ;    Dimensions: The existing bridge was four steel through truss main spans (simple spans), eight concrete girder spans. The collapsed span was one of the steel through truss spans. The replacement span is eight W65DG lightweight prestressed concrete deck bulb tee girders with 1.5" concrete overlay, spaced at 7.25'. The replacement span was 60' wide and 163' long. ;    Beam Material: Concrete ;    Structural Solutions: Adjacent deck bulb T beams; FDcBc (full-width concrete-decked concrete beam unit) - total superstructure span slid into place on existing foundation; LWC beams; high-strength CIP reinforced closure joint; micro-silica concrete overlay ;    Geotechnical Solutions: ;    Project Planning: ; (1) Emergency Contract - used to remove collapsed span and construct temporary Acrow span. (2) Design-Build Contract - used to construct permanent span and slide temporary and permanent spans.; A+B+C bidding ;    Construction Equipment: Lateral slide w/pads (skid tracks and horizontal jacks); high-capacity crane on barge
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    2013 - Milton-Madison Bridge
      State: Indiana ;    Year: 2013 ;    Location: US Route 421 across the Ohio River between the towns of Milton in Kentucky and Madison in Indiana ;    Spans: > Three-span ;    Dimensions: 3,200-ft-long and 40-ft-wide steel through-truss bridge with four river spans (599 ft - 600 ft - 727 ft - 500 ft); prestressed concrete approach spans Kentucky (71 ft - 90 ft - 92 ft – 114 ft); prestressed concrete approach spans Indiana (112 ft - 117 ft - 117 ft) ;    Beam Material: Steel ;    Structural Solutions: MSE walls; Truss span w/deck; CIP reinforced concrete closure joints ;    Geotechnical Solutions: High-capacity piles; Other foundation/wall: finite element analysis of existing pier caissons with passive soil resistance / scour mitigation ;    Project Planning: ; Design-build; Full lane closure ;    Construction Equipment: Strand jacks; Float in; High-capacity crane on barge; Lateral Slide w/pad (skids)
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    2012 - I-95 Bridge over Hermitage Road
      State: Virginia ;    Year: 2012 ;    Location: Interstate 95 over Hermitage Road in the city of Richmond ;    Spans: > Three-span ;    Dimensions: Two adjacent four-span modular-beam-with-deck bridges, each 207-ft long and 54.33-ft wide (34 ft - 66 ft – 66 ft - 41 ft); 46º skew ;    Beam Material: Steel ;    Structural Solutions: MDcBs (modular concrete-decked steel beams); CIP reinforced concrete closure joints; Grouted key closure joints; Bars in splice couplers; PT ducts/bonded; Match cast closure joint; Epoxy joints; Prefabricated railing ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build; Lane rental; Incentive / disincentive clauses; No excuse bonus; Formalized partnering ;    Construction Equipment: High-capacity crane(s); Multi-axle flatbed trailers
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    2012 - Burnt River & UPRR Bridge
      State: Oregon ;    Year: 2012 ;    Location: US 30 (Huntington Highway #449) at Milepost 2.75 over Burnt River and Union Pacific Railroad in Baker County, Oregon ;    Spans: One-span ;    Dimensions: 160-ft-long and 30.67-ft-wide single-span precast prestressed bulb-tee girder bridge; 25 deg. skew ;    Beam Material: Concrete ;    Structural Solutions: Full-depth precast deck panel w/o PT; MSE walls; CIP reinforced concrete closure joints; Grouted blockout w/shear connectors; UHPC closure joints ;    Geotechnical Solutions: ;    Project Planning: State process; Design-bid-build; Full lane closure ;    Construction Equipment: Conventional
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    2012 - TH 53 Bridge over Paleface River
      State: Minnesota ;    Year: 2012 ;    Location: State Highway 53 over Paleface River in St. Louis County near the town of Cotton, in northern Minnesota ;    Spans: One-span ;    Dimensions: 75-ft-long and 45-ft-wide single-span prestressed I-beam bridge ;    Beam Material: Concrete ;    Structural Solutions: Full-depth precast deck panel w/PT; CIP reinforced concrete closure joints; Grouted key closure joints; PT ducts/bonded; Thin-bonded epoxy overlay ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build; Full lane closure; Incentive / disincentive clauses ;    Construction Equipment: Conventional
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    2012 - Broadway Bridge over Little Timber Creek
      State: New Jersey ;    Year: 2012 ;    Location: Broadway (County Road 551) crossing Little Timber Creek and connecting the Borough of Brooklawn and the City of Gloucester in Camden County ;    Spans: One-span ;    Dimensions: 66.5-ft-long and 54.5-ft-wide single-span adjacent prestressed concrete box beam bridge (33.25 ft – 33.25 ft) ;    Beam Material: Concrete ;    Structural Solutions: Full-depth precast deck panel w/o PT (interim stage); Adjacent box beams; Grouted blockout w/shear connectors; Asphalt overlay w/o membrane ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build ;    Construction Equipment: Conventional
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    2012 - Route 202 Bridge over Passaic River
      State: New Jersey ;    Year: 2012 ;    Location: U.S. Route 202 over Passaic River between Bernards Township in Somerset County and Harding Township in Morris County ;    Spans: One-span ;    Dimensions: 92-ft-long and 36-ft-wide single-span modular decked steel beam bridge ;    Beam Material: Steel ;    Structural Solutions: MDcBs (modular concrete-decked steel beams); Precast abutment caps; Precast backwalls; Precast wingwalls; CIP reinforced concrete closure joints; Socket connection (in precast substructure); Asphalt overlay w/o membrane; Precast approach slabs; Prefabricated railing; Other miscellaneous element – precast sleeper slabs ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build; Full lane closure ;    Construction Equipment: Conventional
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    2012 - OR213 Bridge over Washington Street (Jughandle)
      State: Oregon ;    Year: 2012 ;    Location: Cascade Highway South (OR213) over Washington Street in the city of Oregon City in Clackamas County ;    Spans: One-span ;    Dimensions: 130-ft-long and 140-ft-wide single-span steel plate-girder bridge; 800-ton lateral slide ;    Beam Material: Steel ;    Structural Solutions: ; FDcBs (Full-width concrete-decked steel beam unit; CIP reinforced concrete closure joints ;    Geotechnical Solutions: ;    Project Planning: State process; Design-bid-build; Full lane closure; Best value award ;    Construction Equipment: Lateral slide w/roller
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    2012 - Montour Run Bridge No. 6
      State: Pennsylvania ;    Year: 2012 ;    Location: Scott Road over Montour Run in the northwestern metropolitan area of Pittsburgh in Allegheny County ;    Spans: One-span ;    Dimensions: 47.8-ft-long and 22.5-ft-wide single-span full-width decked steel beam bridge; 11º skew; 82-ton superstructure self-weight including steel grid deck (filled with lightweight concrete) and normal-weight concrete curbs ;    Beam Material: Steel ;    Structural Solutions: Steel grid (concrete filled) deck; Precast abutment cap w/backwall; FDcBs (full-width concrete-decked steel beam); Precast curbs; LWC deck; Other miscellaneous element – precast moment slabs ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build; Full lane closure; Incentive / disincentive clauses ;    Construction Equipment: High-capacity crane(s)
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    2011 - I-84 Bridge F-114
      State: Utah ;    Year: 2011 ;    Location: On I-84 in Morgan County 0.8 miles east of the community of Taggart, northeast of Salt Lake City ;    Spans: Three-span ;    Dimensions: Twin 147-ft long and 35-ft wide three-span (55.83 ft – 48.67 ft – 42.17 ft) prestressed concrete I-beam bridge; 49º skew; 1432.39-ft horizontal curve radius ;    Beam Material: Concrete ;    Structural Solutions: Full-depth precast deck panel w/o PT; Grouted key closure joint; Grouted blockout w/shear connectors; Asphalt overlay w/membrane; LWC deck ;    Geotechnical Solutions: ;    Project Planning: State process; Design-bid-build; A+B+C bidding; Lane rental; Incentive / disincentive clauses ;    Construction Equipment: Conventional