ABC Project Database

122 bridges found
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    2008 - MD 450 Bridge over Bacon Ridge Branch
      State: Maryland ;    Year: 2008 ;    Location: on MD Route 450 over Bacon Ridge Branch in central Anne Arundel County west of the city of Annapolis ;    Spans: One-span ;    Dimensions: 58-ft-long and 44-ft-wide single-span prestressed concrete slab beam bridge ;    Beam Material: Concrete ;    Structural Solutions: Adjacent slab beams; Grouted key closure joints; PT ducts/bonded; Standard concrete overlay ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build; Full lane closure; Incentive / disincentive clauses ;    Construction Equipment: Conventional
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    2008 - US 131 / Parkview Avenue Bridge
      State: Michigan ;    Year: 2008 ;    Location: Over US 131 southwest of Kalamazoo in Kalamazoo County ;    Spans: > Three-span ;    Dimensions: 249-ft-long and 55-ft wide, three-lane, four-span bridge (37.5 ft – 83.25 ft – 83.25 ft – 44.75 ft); 67º skew ;    Beam Material: Concrete ;    Structural Solutions: Full-depth precast deck panel w/PT; Precast cap & column(s); Abutment – precast backwalls; CIP reinforced concrete closure joints; Grouted key closure joints; PT ducts/bonded; Grouted blockout w/shear connectors; Asphalt overlay w/membrane ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build ;    Construction Equipment: Conventional
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    2008 - NC 12 Bridge over Molasses Creek
      State: North Carolina ;    Year: 2008 ;    Location: North Carolina Highway 12 (NC 12) over Molasses Creek on Ocracoke Island in Hyde County ;    Spans: > Three-span ;    Dimensions: 252-ft-long and 36-ft-wide five-span adjacent prestressed cored slab beam bridge (51 ft - 50 ft - 50 ft - 50 ft - 51 ft) ;    Beam Material: Concrete ;    Structural Solutions: Adjacent slab beams; Precast pile caps; Precast abutment caps; Precast backwalls; Precast wingwalls; Precast abutment footing; Grouted key closure joint; PT ducts/un-bonded; Socket connection (in precast caps); Grouted duct connection (in precast backwalls); Asphalt overlay w/o membrane; Prefabricated railing ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build; Full lane closure; Incentive / disincentive clauses; Lump sum bonus; Contractor revision ;    Construction Equipment: Conventional
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    2008 - Route 70 Bridge over Manasquan River (September 11 Memorial Bridge)
      State: New Jersey ;    Year: 2008 ;    Location: State Route 70 over the Manasquan River connecting Brick Township in Ocean County and the Borough of Brielle in Monmouth County ;    Spans: > Three-span ;    Dimensions: 724-ft-long and 94.67-ft-wide six-span prestressed bulb-tee girder twin bridges (each bridge has two continuous units: 119 ft – 120.25 ft – 120.25 ft) ;    Beam Material: Concrete ;    Structural Solutions: Precast caisson caps; Precast cap & column(s); MSE walls; PT ducts/bonded; Prefabricated railing; Steel diaphragms; Other miscellaneous element – noise wall panels and posts ;    Geotechnical Solutions: ;    Project Planning: ; Right-of-way acquisition; Design-bid-build; Lane rental; Incentive / disincentive clauses ;    Construction Equipment: High-capacity crane(s); High-capacity crane on barge
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    2008 - Elk Creek Bridge (Crossing No. 3)
      State: Oregon ;    Year: 2008 ;    Location: Oregon Route 38 at Milepost 39.64 over Elk Creek in Douglas County between the towns of Drain and Elkton ;    Spans: Three-span ;    Dimensions: 320.5-ft long and 38.2-ft wide three-span (56.5 ft – 207.5 ft – 56.5 ft) steel girder bridge; 18º skew (average) and 2162.5-ft radius curve for Crossing No. 3. ;    Beam Material: Steel ;    Structural Solutions: Precast wingwalls; FDcBs (full-width concrete-decked steel beam unit); CIP reinforced concrete closure joints; Precast approach slabs; Other miscellaneous element – sleeper slabs ;    Geotechnical Solutions: CIP substructure under traffic ;    Project Planning: State process; Early environmental clearance & permitting; Design-build; Full lane closure; Incentive / disincentive clauses ;    Construction Equipment: Lateral slide w/pad (skids)
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    2008 - Kimberly Bridge
      State: Oregon ;    Year: 2008 ;    Location: Oregon Highway 19 over the John Day River one mile south of the community of Kimberly in Grant County ;    Spans: One-span ;    Dimensions: Two 29-ft-wide prestressed slab beam approach span replacements (19-ft-long Span 1 and 42-ft-long Span 5) ;    Beam Material: Concrete ;    Structural Solutions: Adjacent slab beams; Precast abutment caps; Grouted key closure joints; Socket connection (in precast substructure); Asphalt overlay w/membrane (Spans 1 & 5 only); Precast curbs ;    Geotechnical Solutions: ;    Project Planning: State process; Design-bid-build; Full lane closure ;    Construction Equipment: Conventional
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    2008 - SH 290 Bridge over Live Oak Creek
      State: Texas ;    Year: 2008 ;    Location: State Highway 290 over Live Oak Creek in Crockett County ;    Spans: > Three-span ;    Dimensions: 700-ft-long and 32-ft-wide seven-span bridge (65-ft end spans and five 114-ft interior spans) ;    Beam Material: Concrete ;    Structural Solutions: Full-depth precast deck panel w/o PT; Grouted key closure joint; Grouted blockout w/shear connectors; Asphalt overlay w/o membrane ;    Geotechnical Solutions: ;    Project Planning: ; Design-Bid-Build ;    Construction Equipment: Conventional
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    2008 - Riverdale Road Bridge over I-84
      State: Utah ;    Year: 2008 ;    Location: Riverdale Road over I-84 in the city of Riverdale in Weber County ;    Spans: Two-span ;    Dimensions: 155.5-ft-long and 170.83-ft-wide two-span steel plate-girder bridge (76.5 ft – 76.5 ft); 5º skew ;    Beam Material: Steel ;    Structural Solutions: Full-depth precast deck panel w/PT; Precast cap & column(s); Precast abutment stems; MSE wall; CIP reinforced concrete closure joint; Grouted key closure joint; PT ducts/bonded; Match cast closure joint; Epoxy joint; Polymer concrete overlay; Precast approach slab; Precast diaphragm ;    Geotechnical Solutions: ; Lightweight fill ;    Project Planning: State process; CM/GC; Full lane closure; Incentive / disincentive clauses ;    Construction Equipment: Conventional
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    2007 - I-10 Bridge over Escambia Bay (Replacement Spans)
      State: Florida ;    Year: 2007 ;    Location: Interstate 10 over Escambia Bay in Escambia County in northwestern Florida ;    Spans: > Three-span ;    Dimensions: 2.6-mile-long and 59-ft-wide 102-span twin bridges, each with pretensioned bulb-tee girder spans (60-ft to 138-ft-long span range typical) at piers and pile bents, and with a 616-ft-long 3-span spliced post-tensioned haunched girder unit (200 ft – 250 ft ;    Beam Material: Concrete ;    Structural Solutions: Precast pile caps; Precast footing(s); Pocket connection (in precast substructure) ;    Geotechnical Solutions: ;    Project Planning: ; Early environmental clearance & permitting; Design-build; A+B bidding; Warranty; Lane rental; Incentive / disincentive clause ;    Construction Equipment: High-capacity crane on barge
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    2007 - IA - Madison County Bridge
      State: Iowa ;    Year: 2007 ;    Location: on 290th Street over Branch Clanton Creek in Madison County, southwest of the city of Des Moines ;    Spans: One-span ;    Dimensions: 46.67-ft long and 24.08-ft wide single-span adjacent box beam bridge ;    Beam Material: Concrete ;    Structural Solutions: Adjacent box beams; Precast abutment cap; CIP reinforced concrete closure joints; Grouted key closure joint; PT ducts/bonded; Socket connection (in precast substructure)-(caps) ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build; Full lane closure ;    Construction Equipment: Conventional