ABC Project Database

117 bridges found
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    SR 520 / SR 202 Interchange
      State: Washington ;    Year: 2007 ;    Location: Bellevue, Washington ;    Spans: Three-span ;    Dimensions: This bridge has three spans with five prestressed I-girder (WF74G) and a CIP bridge deck. All spans are 145' long with the roadway width varying from 45' to 46'. All pier are normal to the roadway alignment. The precast crossbeam elements were 45' long x 7' wide and varied in depth from 2' to 5'. ;    Beam Material: Concrete ;    Structural Solutions: Precast column cap (precast bent cap; precast crossbeam); grouted duct connection ;    Geotechnical Solutions: ;    Project Planning: ; Design-Bid-Build; Contractor option ;    Construction Equipment: High-capacity crane
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    Martin Branch Bridge
      State: Texas ;    Year: 2007 ;    Location: County Road 4191 over Martin Branch in Wise County northwest of the city of Fort Worth ;    Spans: Three-span ;    Dimensions: 150-ft long and 32.35-ft wide 3-span steel beam bridge (50 ft - 50 ft - 50 ft) ;    Beam Material: Steel ;    Structural Solutions: Orthotropic deck - SPS (Sandwich Plate System); MDhBs (Modular hybrid-Decked steel Beam); Polymer concrete overlay; Texas Type T6 railing ;    Geotechnical Solutions: ;    Project Planning: Other Decision-Making Tool; Programmatic Agreement; Design-bid-build; Full lane closure ;    Construction Equipment: Conventional
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    2006 - O’Malley Road Bridge
      State: Alaska ;    Year: 2006 ;    Location: on O’Malley Road Eastbound over C Street in the Municipality of Anchorage in southern Alaska ;    Spans: Two-span ;    Dimensions: 223-ft long and 39-ft wide two-span prestressed deck bulb T girder bridge (110 ft – 110 ft) ;    Beam Material: Concrete ;    Structural Solutions: Adjacent deck bulb T beams; Grouted key closure joints; Grouted blockout w/shear connectors; Asphalt overlay w/membrane ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build ;    Construction Equipment: Conventional
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    2006 - Grayling Creek Bridge
      State: Alaska ;    Year: 2006 ;    Location: on Airport Road in the city of Grayling in the Yukon-Koyukuk Borough in southwestern Alaska ;    Spans: One-span ;    Dimensions: 148-ft long and 27-ft wide single-span steel girder bridge ;    Beam Material: Steel ;    Structural Solutions: Full-depth precast deck panel w/o PT; Grouted key closure joint; Grouted blockout w/shear connectors ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build ;    Construction Equipment: Conventional
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    2006 - Graves Avenue over I-4
      State: Florida ;    Year: 2006 ;    Location: Graves Avenue over I-4 in Volusia County northeast of the city of Orlando in Central Florida ;    Spans: Two-span ;    Dimensions: 286-ft-long and 59-ft-wide two-span full-width decked prestressed beam bridge (143 ft – 143 ft); individual span roll-in; 1,300-ton self-weight per span ;    Beam Material: Concrete ;    Structural Solutions: ; • Full-width decked beam unit (FDcBc); CIP reinforced concrete closure joints ;    Geotechnical Solutions: ;    Project Planning: ; • Design-bid-build; • A+B bidding• Full lane closure• Incentive / disincentive clauses ;    Construction Equipment: • SPMT(s)
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    2006 - Mackey Bridge (Marsh Rainbow Arch Bridge)
      State: Iowa ;    Year: 2006 ;    Location: 120th Street over Squaw Creek in Boone County north of the city of Des Moines ;    Spans: Three-span ;    Dimensions: 151.33-ft-long and 33.17-ft-wide three-span prestressed I-beam bridge (47.4 ft – 56.5 ft – 47.4 ft); 30º skew ;    Beam Material: Concrete ;    Structural Solutions: Full-depth precast deck panel w/PT; Precast pile caps; Precast abutment footings; CIP reinforced concrete closure joints; Bars in splice couplers; PT ducts/bonded; Socket connection (in precast substructure); Other closure joint/connection: grouted channel w/ shear connectors ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build; Full lane closure ;    Construction Equipment: Conventional
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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