ABC Project Database

122 bridges found
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    2017 - 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: conventional
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    2017 - Sacramento Wash Crossing at Oatman Highway (Historic Route 66)
      State: Arizona ;    Year: 2017 ;    Location: Oatman Highway approximately 1 mile north of Interstate 40 Exit 1 in the Topock area. ;    Spans: One-span ;    Dimensions: 113.83-ft-long and 38.83-ft-wide single-span modular decked beam bridge; 0 degree skew ;    Beam Material: Steel ;    Structural Solutions: MDcBs (Modular concrete-Decked steel Beams), precast abutment caps, precast backwalls; precast approach slabs, high-strength CIP reinforced closure joints ;    Geotechnical Solutions: ;    Project Planning: ; Programmatic Agreement; Design-Bid-Build; Incentive / Discentive Clause ;    Construction Equipment: Caterpillar 623 Scrapers (two), Caterpillar 966 Loader (one), Caterpillar 140H Motor Grader (two), 40 ton Rock Truck (two), 450 ton Hydraulic Crane (one), 550 ton Hydraulic Crane (one) high-capacity crane(s)
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    2017 - Bridge 1-438 on N463 Blackbird Station Road over Blackbird Creek
      State: Delaware ;    Year: 2017 ;    Location: Blackbird Station Road over Blackbird Creek south of the town of Townsend in New Castle County ;    Spans: One-span ;    Dimensions: 50-ft-long single-span concrete adjacent box beams resting on stub abutments supported by prestressed concrete piles. ;    Beam Material: Concrete ;    Structural Solutions: Adjacent box beams, precast abutment caps, precast wingwalls, precast prestressed concrete piles; precast curbs, prefabricated railing, UHPC closure joints, socket connection, UHPC overlay ;    Geotechnical Solutions: ;    Project Planning: ; Design-Bid-Build ;    Construction Equipment:
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    2017 - Bridge NB-355 at Milepost A-57.66
      State: Pennsylvania ;    Year: 2017 ;    Location: PA Turnpike (I-476) Northeast Extension over Crackersport Road (MP A-57.66), South Whitehall Township, Lehigh County ;    Spans: One-span ;    Dimensions: 118-ft-long and 75-ft-wide 1-span steel girder bridge; 90 º skew ;    Beam Material: Steel ;    Structural Solutions: ;    Geotechnical Solutions: micropiles ;    Project Planning: ; design-bid-build ;    Construction Equipment: Lateral Slide w/roller (Hillman rollers and center-hole jacks, pumps, etc.)
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    Wrights Corners Bridge
      State: Pennsylvania ;    Year: 2016 ;    Location: State Route 1015 over North Branch Cole Creek near State Route 46 near the city of Bradford in McKean County ;    Spans: One-span ;    Dimensions: 49-ft-long and 34.5-ft-wide single-span MDcBs (Folded Steel Plate Girder System - FSPGS) bridge; 0º skew ;    Beam Material: Steel ;    Structural Solutions: MDcBs (Modular concrete-Decked steel Beam) - Folded Steel Plate Girder System (FSPGS); CIP reinforced concrete closure joints, prefabricated railing, polyester polymer concrete overlay ;    Geotechnical Solutions: ;    Project Planning: ; Public-Private Partnership (P3) ;    Construction Equipment: conventional
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    Strodes Mills Bridge
      State: Pennsylvania ;    Year: 2016 ;    Location: State Route 4013 over Strodes Run near the city of Lewistown in Mifflin County ;    Spans: One-span ;    Dimensions: 50-ft-long and 31.5-ft-wide single-span Folded Steel Plate Girder bridge; 15º skew ;    Beam Material: Steel ;    Structural Solutions: MDcBs (Modular concrete-Decked steel Beam) - Folded Steel Plate Girder System (FSPGS); CIP reinforced concrete closure joints, prefabricated railing, polyester polymer concrete overlay ;    Geotechnical Solutions: ;    Project Planning: ; Public-Private Partnership (P3) ;    Construction Equipment: conventional
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    2016 - Franklin Avenue Bridge Rehabilitation
      State: Minnesota ;    Year: 2016 ;    Location: Over Mississippi River and West River Pkwy and intersecting East River Pkwy in the city of Minneapolis in Hennepin County ;    Spans: > Three-span ;    Dimensions: 1049.94-ft-long and 66.3 to 76.3-ft-wide 5-span open spandrel concrete deck arch bridge (55.42 ft, 199.00 ft, 400.00 ft, 199.00 ft, 55.42 ft); 0º skew ;    Beam Material: Concrete ;    Structural Solutions: Full-Depth Precast Deck Panel w/o PT, Precast Column Cap (Precast Spandrel Cap Beams), Precast Abutment Cap; UHPC Closure Joint, Polymer Concrete Overlay, Precast Approach Slab, Prefabricated Railing (Ornamental Rail Panels) ;    Geotechnical Solutions: ;    Project Planning: Benefit/Cost Method; Programmatic Agreements, Early Environmental Clearance & Permitting; Design-Bid-Build; Incentive / Disincentive Clause ;    Construction Equipment: High-Capacity Crane(s), High-Capacity Crane on Barge
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    2014 - 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 - 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: Reused Substructure/Foundation Unit; 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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    2013 – I-5 / Skagit River Bridge Span 8 Replacement
      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: Reused Substructure/Foundation Unit ;    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