ABC Project Database

112 bridges found
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    Cannelville Road Bridge
      State: Ohio ;    Year: 2017 ;    Location: Cannelville Road over Riders Run Creek in the village of Roseville in Muskingum County, Ohio ;    Spans: One-span ;    Dimensions: 52.5 ft long and 24 ft wide single span ;    Beam Material: Steel ;    Structural Solutions: Orthotropic deck - SPS (Sandwich Plate System); MDhBs (Modular hybrid-Decked steel Beam - SPS deck on press-brake-formed tub girders) ;    Geotechnical Solutions: ;    Project Planning: ;    Construction Equipment:
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    Larpenteur Avenue Bridge
      State: Minnesota ;    Year: 2014 ;    Location: on Larpenteur Avenue over Interstate 35E in the city of Saint Paul in Ramsey County ;    Spans: Two-span ;    Dimensions: 187.1-ft-long and 75.8-ft-wide 2-span prestressed concrete I beam bridge (91.2 ft – 91.2 ft); no skew ;    Beam Material: Concrete ;    Structural Solutions: ; FDcBc {Full-Width concrete-Decked concrete Beam Unit}; Thin-Bonded Epoxy Overlay ;    Geotechnical Solutions: ;    Project Planning: ; Design-Build; Best Value Award ;    Construction Equipment: Lateral Slide w/pad
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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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    TH 36 over Keller Lake Bridge
      State: Minnesota ;    Year: 2013 ;    Location: On State Highway 36 from Arcade Street to State Highway 61 southbound exit ramp in the city of Maplewood in Ramsey County ;    Spans: Three-span ;    Dimensions: 118.1-ft-long and 89.8-ft-wide 3-span prestressed inverted tee bridge (34.75 ft – 46.5 ft – 34.75 ft); 0º skew ;    Beam Material: Concrete ;    Structural Solutions: precast pile caps; precast abutment stems; precast wingwalls; adjacent inverted T beams; pocket connection (in precast substructure) ;    Geotechnical Solutions: ;    Project Planning: ; design-bid-build; incentive / disincentive clause ;    Construction Equipment:
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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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    Maryland Avenue Bridge
      State: Minnesota ;    Year: 2012 ;    Location: on Maryland Avenue over Interstate 35E in the city of Saint Paul in Ramsey County ;    Spans: Two-span ;    Dimensions: 210.5-ft-long and 121.3-ft-wide 2-span prestressed concrete I beam bridge (102.75 ft – 102.75 ft); 8º skew ;    Beam Material: Concrete ;    Structural Solutions: ; FDcBc {Full-Width concrete-Decked concrete Beam Unit}; thin-bonded epoxy overlay ;    Geotechnical Solutions: ; EPS geofoam ;    Project Planning: ; design-build; best value award ;    Construction Equipment: SPMT(s)
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    Rock County Road 55 Bridge over Railroad
      State: Minnesota ;    Year: 2012 ;    Location: 0.1 Miles South of JCT. C.S.A.H. 4 on C.R. 55 over Minnesota southern railway in Magnola Township of Rock County ;    Spans: One-span ;    Dimensions: 82.5-ft-long and 33-ft-wide one-span prestressed concrete side-by-side box beams, 0º skew ;    Beam Material: Concrete ;    Structural Solutions: Adjacent box beams, GRS abutments ;    Geotechnical Solutions: GRS IBS [Geosynthetic Reinforced Soil Integrated Bridge System] ;    Project Planning: ; design-bid-build ;    Construction Equipment:
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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