ABC Project Database

117 bridges found
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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; CMGC; 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
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    2007 - Parker River Bridge
      State: Massachusetts ;    Year: 2007 ;    Location: Parker River National Wildlife Refuge on Plum Island, an eight-mile stretch of land just off the Massachusetts coastline ;    Spans: Three-span ;    Dimensions: 90-ft-long and 30-ft-wide three-span continuous-for-live-load precast slab beam bridge (30 ft – 30 ft – 30 ft) ;    Beam Material: Concrete ;    Structural Solutions: Adjacent slab beams; Precast pile caps; Precast abutment stems; Precast wingwalls; Grouted key closure joints; PT ducts/un-bonded; Socket connection (in precast substructure) ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build ;    Construction Equipment: Conventional
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    2007 - OR 47 Bridge over Dairy Creek Overflow
      State: Oregon ;    Year: 2007 ;    Location: Oregon Route 47 (Nehalem Highway 102) at Milepost 81.94 over Dairy Creek Overflow in Washington County between the town of Banks and Highway 26 ;    Spans: One-span ;    Dimensions: 45-ft-long and 40-ft-wide single-span prestressed adjacent box beam bridge ;    Beam Material: Concrete ;    Structural Solutions: Adjacent box beams; Steel pile caps; Grouted key closure joints; Asphalt overlay w/o membrane ;    Geotechnical Solutions: ;    Project Planning: State process; In-house forces; Full lane closure ;    Construction Equipment: Conventional
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    2007 - Sauvie Island Bridge
      State: Oregon ;    Year: 2007 ;    Location: over the Multnomah Channel of the Columbia River to Sauvie Island near the city of Portland in Multnomah County ;    Spans: > Three-span ;    Dimensions: 365-ft-long and 85-ft tall steel tied arch main span of the 1,177-ft-long and 66-ft-wide five-span bridge with post-tensioned box girder approach spans: 207 ft + 205 ft (412-ft C.I.P. Cont. P.T. Box Girder) + 365-ft steel tied arch span + 205-ft + 195-ft ;    Beam Material: Steel ;    Structural Solutions: Arch span w/o deck ;    Geotechnical Solutions: ;    Project Planning: State process; Design-bid-build; Contractor option ;    Construction Equipment: SPMT on barge; Float in
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    2007 - I-215 / 4500 South Bridge
      State: Utah ;    Year: 2007 ;    Location: 4500 South (SR-266) over I-215 in Salt Lake City ;    Spans: One-span ;    Dimensions: 172-ft long and 82-ft wide single-span bridge roll-in; 1,600-ton self-weight ;    Beam Material: Concrete ;    Structural Solutions: ; FDcBs (full-width concrete-decked steel beam unit); Precast approach slab; LWC deck ;    Geotechnical Solutions: CIP substructure under traffic; Self-compacting backfill ;    Project Planning: State process; CMGC; Full lane closure ;    Construction Equipment: SPMT(s)
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    2007 - Route 4 Bridge 50 over Ottauquechee River (Woodstock)
      State: Vermont ;    Year: 2007 ;    Location: Bridge #50 on US Route 4 (principal arterial) over the Ottauquechee River in the town of Woodstock in Windsor County ;    Spans: Three-span ;    Dimensions: 202.5-ft long and 37.5-ft wide 3-span pre-tensioned box beam bridge (58 ft – 84 ft – 58 ft); 30º skew ;    Beam Material: Concrete ;    Structural Solutions: Adjacent box beams, Modular block walls; CIP reinforced concrete closure joint; Grouted key closure joint; Asphalt overlay w/membrane; LWC beams ;    Geotechnical Solutions: CIP substructure under traffic ;    Project Planning: Other decision-making tool: Stakeholder Meetings held to present alternatives; Right-of-Way acquisition; Design-bid-build; Full lane closure; Incentive / disincentive clause; Lump sum bonus; Value Engineering ;    Construction Equipment: Conventional