ABC Project Database

121 bridges found
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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
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    2007 - 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-ft long with the roadway width varying from 45 ft to 46 ft. All piers are normal to the roadway alignment. The precast crossbeam elements were 45-ft long x 7-ft wide and varied in depth from 2 ft to 5 ft. ;    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(s)
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    2007 - 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