ABC Project Database

117 bridges found
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    2010 - Phillipston Bridge
      State: Massachusetts ;    Year: 2010 ;    Location: MA Route 2 / US 202 over MA Route 2A (State Road) in the town of Phillipston in Worcester County, approximately 65 miles northwest of Boston ;    Spans: One-span ;    Dimensions: 60.67-ft-long and 50.67-ft-wide out-to-out single-span steel girder bridge roll-in; 30º skew; 245-ton self-weight ;    Beam Material: Steel ;    Structural Solutions: Precast abutment cap w/backwall; FDcBs (Full-width decked beam); Asphalt overlay w/membrane ;    Geotechnical Solutions: ;    Project Planning: State process; Design-Build; Full lane closure; Incentive / disincentive clauses; No Excuse bonus; Lump Sum bonus ;    Construction Equipment: SPMT(s)
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    2010 - Kickapoo Bridge
      State: Mississippi ;    Year: 2010 ;    Location: Kickapoo Road over Bogue Chitto Creek in the City of Clinton in Hinds County ;    Spans: > Three-span ;    Dimensions: 124-ft-long and 34.5-ft-wide four-span precast adjacent slab beam bridge (31-ft-long spans) ;    Beam Material: Concrete ;    Structural Solutions: Adjacent slab beams; Precast pile caps; Precast abutment caps; Precast wingwalls; Grouted key closure joints; Socket connection (in precast substructure); Prefabricated railing ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build; Full lane closure; Incentive / disincentive clauses ;    Construction Equipment: Conventional
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    2010 - Biltmore Avenue Bridge
      State: North Carolina ;    Year: 2010 ;    Location: On Biltmore Avenue (NC 81, an urban minor arterial) over the Swannanoa River in Biltmore Village in Buncombe County ;    Spans: One-span ;    Dimensions: 135-ft-long and 72.5-ft wide single-span modular decked beam bridge ;    Beam Material: Steel ;    Structural Solutions: MDcBs (Modular decked beams); CIP reinforced concrete closure joints ;    Geotechnical Solutions: • Micropiles ;    Project Planning: ; • Design-Bid-Build; • Full lane closure ;    Construction Equipment: Conventional
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    2010 - US 17 Bridge over Tar River (Washington Bypass)
      State: North Carolina ;    Year: 2010 ;    Location: US Highway 17 over the Pamlico-Tar River and environmentally sensitive wetlands near the city of Washington, North Carolina in Beaufort County ;    Spans: > Three-span ;    Dimensions: 2.8-mile-long and 70-ft-wide (typical clear roadway width) 128-span prestressed bulb-tee girder bridge (typical 121-ft-long spans, with spans ranging from 100 ft to 121.67 ft) ;    Beam Material: Concrete ;    Structural Solutions: Precast pile caps; PT ducts/bonded; Socket connection (in precast substructure) ;    Geotechnical Solutions: ;    Project Planning: ; Design-build; Full lane closure; Incentive / disincentive clauses; Formalized partnering ;    Construction Equipment: Gantry system
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    2010 - I-93 Bridge over Loudon Road (Route 9)
      State: New Hampshire ;    Year: 2010 ;    Location: on I-93 over NH Route 9 (Loudon Road) at Exit 14 in the city of Concord ;    Spans: One-span ;    Dimensions: 82-ft long and 86.8-ft wide single-span steel girder bridge ;    Beam Material: Steel ;    Structural Solutions: Full-depth precast deck panel w/PT; CIP reinforced concrete closure joints; Grouted key closure joints; PT ducts/bonded; Asphalt overlay w/membrane ;    Geotechnical Solutions: ;    Project Planning: State Process; Design-bid-build; Incentive / disincentive clauses; No Excuse bonus; Value Engineering ;    Construction Equipment: Conventional
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    2010 - Gordon’s Corner Road Bridge over Route 9
      State: New Jersey ;    Year: 2010 ;    Location: Gordon’s Corner Road over US Route 9 near the township of Manalapan in Monmouth County ;    Spans: Two-span ;    Dimensions: ;    Beam Material: Steel ;    Structural Solutions: • Modular decked beams (MDcBs); CIP reinforced concrete closure joints; Precast approach slabs ;    Geotechnical Solutions: ;    Project Planning: ; • Design-bid-build; • Full lane closure • Incentive / disincentive clauses ;    Construction Equipment: Conventional
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    2010 - Willis Avenue Bridge over Harlem River
      State: New York ;    Year: 2010 ;    Location: Willis Avenue over the Harlem River linking Upper Manhattan and the South Bronx in New York City ;    Spans: > Three-span ;    Dimensions: 350-ft-long, 77-ft-wide, and 65-ft-high steel through-truss swing span (2,400 tons) of 2,012-ft-long 15-span mainline bridge over the Harlem River (span lengths ranging from 53.5 ft to 219 ft) ;    Beam Material: Steel ;    Structural Solutions: Steel grid (concrete filled) deck; Precast cap shells; Steel sheet piling; Precast retaining walls; Modular block walls; MSE walls; Truss span w/deck; CIP reinforced concrete closure joints; Grouted key closure joints; Match cast closure joints; Steel diaphragms; LWC deck ;    Geotechnical Solutions: Micropiles ;    Project Planning: State process; FHWA process; Right-of-way acquisition; Design-Bid-Build; Formalized partnering; Value Engineering ;    Construction Equipment: SPMT on barge; Float in; High-capacity crane on barge; Multi-axle flatbed trailers
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    2010 - Ben Sawyer Swing Bridge
      State: South Carolina ;    Year: 2010 ;    Location: SC 703 over the Intracoastal Waterway in Charleston ;    Spans: > Three-span ;    Dimensions: 1,154-ft-long and 36.5-ft-wide 13-span bridge (two 70 ft – 86 ft – 70 ft continuous approach units each end and 247-ft-long bolted steel through-truss swing span) ;    Beam Material: Steel ;    Structural Solutions: Exodermic deck; Truss span w/deck; FDcBs (full-width concrete-decked steel beam unit); LWC deck ;    Geotechnical Solutions: Reused substructure/foundation unit ;    Project Planning: ; Design-build; Full lane closure; Incentive / disincentive clauses ;    Construction Equipment: Lateral slide w/pad (skids); Float in
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    2010 - 41st Street Bridge
      State: South Dakota ;    Year: 2010 ;    Location: 41st Street over the Big Sioux River in the City of Sioux Falls in Minnehaha County ;    Spans: Three-span ;    Dimensions: 305-ft-long and 112.33-ft wide three-span bridge (90 ft - 125 ft - 87 ft) ;    Beam Material: Concrete ;    Structural Solutions: Adjacent box beams; Grouted key closure joints; PT ducts/bonded ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build; A+B bidding; Incentive / disincentive clauses; Lump sum ;    Construction Equipment: Conventional
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    2010 - I-70 Bridge over Eagle Canyon (Eastbound)
      State: Utah ;    Year: 2010 ;    Location: Mile Post 118 between Salina and Green River in southern Utah ;    Spans: > Three-span ;    Dimensions: 491-ft long, 34-ft wide deck truss bridge with 375-ft main span ;    Beam Material: Steel ;    Structural Solutions: Full-depth precast deck panel w/PT; Grouted key closure joint; PT ducts/bonded; Thin-bonded epoxy overlay; LWC deck ;    Geotechnical Solutions: ;    Project Planning: State process; CMGC; Full lane closure ;    Construction Equipment: High-capacity crane(s)