ABC Project Database

121 bridges found
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    2006 - Depot Street Bridge
      State: Oregon ;    Year: 2006 ;    Location: Depot Street over the Rogue River in the city of Rogue River in Jackson County, southern Oregon ;    Spans: Two-span ;    Dimensions: 306-ft-long and 76-ft-wide main span concrete tied arch bridge and one 104-ft-long prestressed concrete girder side span; 6,000-ton horizontal skid of 306-ft-long main span ;    Beam Material: Concrete ;    Structural Solutions: ; Arch span w/deck ;    Geotechnical Solutions: CIP substructure under traffic ;    Project Planning: State process; Design-bid-build; Full lane closure ;    Construction Equipment: Lateral Slide w/pad (skids)
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    2005 - Route 1 Bridges over Olden Avenue & Mulberry Street
      State: New Jersey ;    Year: 2005 ;    Location: On Route 1 through the city of Trenton in Mercer County on western edge of New Jersey ;    Spans: One-span ;    Dimensions: Over Olden Avenue Connector: 86.8-ft-long and 35.0-ft wide single-span two-lane MDcBs bridge; Over Mulberry Street: 60-ft-long and combined 82.2-ft wide single-span four-lane MDcBs bridge ;    Beam Material: Steel ;    Structural Solutions: MDcBs (Modular Decked Beam); CIP reinforced concrete closure joints; Grouted key closure joints ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build; Full lane closure; Lane rental; Incentive / disincentive clauses ;    Construction Equipment: Conventional
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    2005 - Bowman Road Bridge
      State: Ohio ;    Year: 2005 ;    Location: on Bowman Road (Township Highway 12) over Powell Creek near the city of Defiance in Defiance County ;    Spans: One-span ;    Dimensions: 82-ft long and 34-ft wide single-span GRS IBS (Geosynthetic-Reinforced Soil Integrated Bridge System) bridge ;    Beam Material: Other ;    Structural Solutions: Adjacent box beams; GRS abutments; Asphalt overlay w/membrane ;    Geotechnical Solutions: GRS IBS ;    Project Planning: ; Design-bid-build; Full lane closure ;    Construction Equipment: Conventional
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    2005 - Hood Canal Bridge (East Approach Spans)
      State: Washington ;    Year: 2005 ;    Location: officially the William A. Bugge Bridge, on State Route 104 between Kitsap County and Jefferson County at the mouth of Hood Canal, northwest of Seattle, connecting the Olympic and Kitsap Peninsulas; the east approach spans are on the Kitsap County side of the bridge ;    Spans: > Three-span ;    Dimensions: 605-ft long and 40-ft wide five-span (125 ft – 125 ft – 122 ft – 122 ft – 111 ft) prestressed bulb-tee girder east approach; roll-in; 3,800-ton self-weight ;    Beam Material: Concrete ;    Structural Solutions: Precast backwalls; FDcBc (Full-width concrete-decked concrete beam unit); CIP reinforced concrete closure joints; Precast approach slabs ;    Geotechnical Solutions: CIP substructure under traffic ;    Project Planning: ; Design-bid-build ;    Construction Equipment: Lateral slide w/roller
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    2004 - I-10 Bridge over Escambia Bay (original emergency repair)
      State: Florida ;    Year: 2004 ;    Location: Interstate 10 over Escambia Bay in Escambia County in northwestern Florida ;    Spans: > Three-span ;    Dimensions: 3,400 linear feet of bridge ;    Beam Material: Concrete ;    Structural Solutions: Steel pile caps; RDcBc (Reused concrete-decked concrete beam span); Metal panel deck spans ;    Geotechnical Solutions: ;    Project Planning: ; Design-build; Emergency contract; Incentive / disincentive clauses ;    Construction Equipment: Towed modular transporter; lateral slide w/pad (skids); High-capacity crane on barge
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    2004 - Nemo Bridge
      State: Missouri ;    Year: 2004 ;    Location: On Route 64 over the Lindley Creek arm of the Pomme De Terre Lake in southern Hickory County near the town of Nemo in the Missouri Ozarks ;    Spans: > Three-span ;    Dimensions: 1,698-ft long and 27.5-ft wide 19-span five unit (275 ft - 360 ft - 360 ft - 360 ft - 329 ft) composite steel I-girder bridge ;    Beam Material: Steel ;    Structural Solutions: Full-depth precast deck panel w/PT; CIP reinforced concrete closure joint, Grouted blockout w/shear connectors, PT ducts/bonded, Match cast closure joint, Micro-silica concrete overlay ;    Geotechnical Solutions: ;    Project Planning: State process; Right–of-way acquisition (for dock easement only); Design-bid-build; Full lane closure, Incentive / disincentive clause ;    Construction Equipment: Conventional
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    2004 - Mill Street Bridge
      State: New Hampshire ;    Year: 2004 ;    Location: on Mill Street over the Lamprey River in the town of Epping in Rockingham County ;    Spans: One-span ;    Dimensions: 115-ft long and 28-ft wide single-span adjacent box beam bridge ;    Beam Material: Concrete ;    Structural Solutions: Adjacent box beams; Precast backwalls; Precast wingwalls; Precast abutment footings; Grouted key closure joint; Bars in splice couplers; PT ducts/bonded; Asphalt overlay w/membrane ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build; Full lane closure; Incentive / disincentive clauses ;    Construction Equipment: Conventional
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    2004 - Lewis and Clark Bridge
      State: Washington ;    Year: 2004 ;    Location: on State Route 433 across the Columbia River between Longview, Washington and Rainier, Oregon ;    Spans: > Three-span ;    Dimensions: 5,478-ft long and 34.17-ft wide 34-span bridge that includes 3 deck-truss spans (168 ft - 337 ft - 337 ft), 3 through-truss spans (760 ft - 1200 ft - 760 ft), and approach spans ;    Beam Material: Steel ;    Structural Solutions: Full-depth precast deck panel w/o PT; CIP reinforced concrete closure joints; Grouted key closure joint; Micro-silica concrete overlay; Precast approach slabs; Prefabricated railing ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build; A+B+C bidding; Full lane closure; Lane rental; Incentive / disincentive clauses; Contractor revision ;    Construction Equipment: SPMT with gantry system
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    2003 - Carquinez Strait Bridge (Al Zampa Bridge)
      State: California ;    Year: 2003 ;    Location: I-80 across the Carquinez Strait, a short body of water connecting Suisun Bay to San Pablo Bay in the San Francisco Bay system ;    Spans: Three-span ;    Dimensions: 3,465-ft-long and 95-ft-wide three-span steel orthotropic box girder suspension bridge (482 ft – 2,389 ft – 594 ft) ;    Beam Material: Steel ;    Structural Solutions: Orthotropic deck; Full-width steel segmental beam element; Precast cap shells ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build ;    Construction Equipment: Lateral slide w/pad (skids); Float in; Strand jacks
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    2003 - Church Street Bridge
      State: Connecticut ;    Year: 2003 ;    Location: Church Street South Extension over the New Haven Interlocking and Rail Yard, connecting Union Avenue and Sargent Drive in the city of New Haven to provide a direct link between downtown New Haven and the Long Wharf and waterfront areas ;    Spans: > Three-span ;    Dimensions: 320-ft-long steel truss center span (850-ton self-weight) in 1,274-ft-long 56-ft-wide eight-span bridge ;    Beam Material: Steel ;    Structural Solutions: Truss span w/o deck ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build ;    Construction Equipment: High-capacity crane(s)