ABC Project Database

117 bridges found
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    1997 - Imnaha Bridge over Little Sheep Creek
      State: Oregon ;    Year: 1997 ;    Location: Oregon Route 350 over Little Sheep Creek at Milepost 29.34, near the community of Imnaha in Wallowa County ;    Spans: One-span ;    Dimensions: 110-ft-long and 30-ft-wide single-span steel curved girder bridge ;    Beam Material: Steel ;    Structural Solutions: Steel grid (concrete filled) deck; Other superstructure system - half-width curved steel girder span with concrete-filled steel-grid deck; CIP reinforced concrete closure joints ;    Geotechnical Solutions: ;    Project Planning: State process; Design-bid-build ;    Construction Equipment: Lateral slide w/pad (skids)
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    1996 - George P. Coleman Bridge
      State: Virginia ;    Year: 1996 ;    Location: Route 17 (George Washington Memorial Highway) across the York River between Yorktown and Gloucester Point southeast of Richmond ;    Spans: > Three-span ;    Dimensions: 3,750-ft-long and 77.33-ft-wide 21-span double-swing steel deck truss bridge (2 @ 65 ft – 4 @ 90 ft – 280 ft – 350 ft – 389 ft – 500 ft – 389 ft – 350 ft – 280 ft – 8 @ 90 ft) ;    Beam Material: Steel ;    Structural Solutions: ; Truss span w/deck; CIP reinforced concrete closure joints; LWC deck ;    Geotechnical Solutions: CIP substructure under traffic ;    Project Planning: ; Design-bid-build; Full lane closure; Incentive / disincentive clause; Lump Sum bonus; Formalized partnering ;    Construction Equipment: Float in; High-capacity crane(s)
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    1993 - US 27 Bridge over Pitman Creek
      State: Kentucky ;    Year: 1993 ;    Location: Somerset, in Southern Kentucky ;    Spans: Three-span ;    Dimensions: 700-ft long and 36.3-ft wide three-span continuous deck truss bridge (200 ft – 300 ft – 200 ft) ;    Beam Material: Steel ;    Structural Solutions: Exodermic Deck; CIP reinforced concrete closure joints; Prefabricated railing; Latex-modified overlay ;    Geotechnical Solutions: ;    Project Planning: ; Design-Bid-Build ;    Construction Equipment: Conventional
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    1992 - Pelican Creek Bridge
      State: Alaska ;    Year: 1992 ;    Location: On Chichagof Island approximately 80 miles west of Juneau in southeast Alaska ;    Spans: Three-span ;    Dimensions: 178-ft long and 19.08-ft wide three-span decked adjacent double tee beam bridge (59.3 ft – 59.3 ft – 59.3 ft) ;    Beam Material: Concrete ;    Structural Solutions: Adjacent T beams (double tee); Precast pile caps; Precast abutment caps; PT ducts/bonded; Socket connection (in precast substructure)-(caps) ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build ;    Construction Equipment: Conventional
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    1992 - Oak Creek Bridge
      State: Arizona ;    Year: 1992 ;    Location: On US 89A at milepost 381.32 in Coconino County south of the city of Flagstaff ;    Spans: One-span ;    Dimensions: 190-ft long and 41.17-ft wide single-span post-tensioned concrete box girder bridge slide-in ;    Beam Material: Concrete ;    Structural Solutions: ; FDcBc (full-width concrete-Decked concrete Beam Unit) ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build; Full lane closure ;    Construction Equipment: Lateral Slide w/pad (skids)
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    1983 - Linn Cove Viaduct
      State: North Carolina ;    Year: 1983 ;    Location: Blue Ridge Parkway, Milepost 304.6, crossing Grandfather Mountain in Avery County ;    Spans: > Three-span ;    Dimensions: 1,243-ft-long and 37.5-ft-wide 8-span precast concrete segmental bridge (98.5 ft – 163.0 ft – 4 @ 180 ft – 163 ft – 98.5 ft); curved alignment ;    Beam Material: Concrete ;    Structural Solutions: Precast segmental beam elements; Precast column(s); PT ducts/bonded ;    Geotechnical Solutions: Micropiles ;    Project Planning: FHWA Process; Design-Bid-Build ;    Construction Equipment: High-capacity crane(s)
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    1973 - Fremont Bridge
      State: Oregon ;    Year: 1973 ;    Location: I-405 / US 30 over the Willamette River in the city of Portland in Multnomah County ;    Spans: Three-span ;    Dimensions: 2,152-ft-long, three-span continuous, semi-through steel tied arch main structure (451.83 ft side deck arch span – 1,255 ft drop-in tied arch center span (ABC) – 451.83 ft side deck arch span); 6,000-ton drop-in tied arch raised 175 ft into place ;    Beam Material: Steel ;    Structural Solutions: Orthotropic deck; Arch span w/deck ;    Geotechnical Solutions: ;    Project Planning: State Process; Design-bid-build; Full lane closure ;    Construction Equipment: Strand jacks; Float in