ABC Project Database

117 bridges found
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    2004 - I-10 Bridge over Escambia Bay (original emergency repair)
      State: Florida ;    Year: 2004 ;    Location: Interstate 10 over Escambia Bay in Escambia County in northwestern Florida ;    Spans: > Three-span ;    Dimensions: 3,400 linear feet of bridge ;    Beam Material: Concrete ;    Structural Solutions: Steel pile caps; RDcBc (Reused concrete-decked concrete beam span); Metal panel deck spans ;    Geotechnical Solutions: ;    Project Planning: ; Design-build; Emergency contract; Incentive / disincentive clauses ;    Construction Equipment: Towed modular transporter; lateral slide w/pad (skids); High-capacity crane on barge
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    2004 - Nemo Bridge
      State: Missouri ;    Year: 2004 ;    Location: On Route 64 over the Lindley Creek arm of the Pomme De Terre Lake in southern Hickory County near the town of Nemo in the Missouri Ozarks ;    Spans: > Three-span ;    Dimensions: 1,698-ft long and 27.5-ft wide 19-span five unit (275 ft - 360 ft - 360 ft - 360 ft - 329 ft) composite steel I-girder bridge ;    Beam Material: Steel ;    Structural Solutions: Full-depth precast deck panel w/PT; CIP reinforced concrete closure joint, Grouted blockout w/shear connectors, PT ducts/bonded, Match cast closure joint, Micro-silica concrete overlay ;    Geotechnical Solutions: ;    Project Planning: State process; Right–of-way acquisition (for dock easement only); Design-bid-build; Full lane closure, Incentive / disincentive clause ;    Construction Equipment: Conventional
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    2004 - Mill Street Bridge
      State: New Hampshire ;    Year: 2004 ;    Location: on Mill Street over the Lamprey River in the town of Epping in Rockingham County ;    Spans: One-span ;    Dimensions: 115-ft long and 28-ft wide single-span adjacent box beam bridge ;    Beam Material: Concrete ;    Structural Solutions: Adjacent box beams; Precast backwalls; Precast wingwalls; Precast abutment footings; Grouted key closure joint; Bars in splice couplers; PT ducts/bonded; Asphalt overlay w/membrane ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build; Full lane closure; Incentive / disincentive clauses ;    Construction Equipment: Conventional
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    2004 - Lewis and Clark Bridge
      State: Washington ;    Year: 2004 ;    Location: on State Route 433 across the Columbia River between Longview, Washington and Rainier, Oregon ;    Spans: > Three-span ;    Dimensions: 5,478-ft long and 34.17-ft wide 34-span bridge that includes 3 deck-truss spans (168 ft - 337 ft - 337 ft), 3 through-truss spans (760 ft - 1200 ft - 760 ft), and approach spans ;    Beam Material: Steel ;    Structural Solutions: Full-depth precast deck panel w/o PT; CIP reinforced concrete closure joints; Grouted key closure joint; Micro-silica concrete overlay; Precast approach slabs; Prefabricated railing ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build; A+B+C bidding; Full lane closure; Lane rental; Incentive / disincentive clauses; Contractor revision ;    Construction Equipment: SPMT with gantry system
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    2003 - Carquinez Strait Bridge (Al Zampa Bridge)
      State: California ;    Year: 2003 ;    Location: I-80 across the Carquinez Strait, a short body of water connecting Suisun Bay to San Pablo Bay in the San Francisco Bay system ;    Spans: Three-span ;    Dimensions: 3,465-ft-long and 95-ft-wide three-span steel orthotropic box girder suspension bridge (482 ft – 2,389 ft – 594 ft) ;    Beam Material: Steel ;    Structural Solutions: Orthotropic deck; Full-width steel segmental beam element; Precast cap shells ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build ;    Construction Equipment: Lateral slide w/pad (skids); Float in; Strand jacks
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    2003 - Church Street Bridge
      State: Connecticut ;    Year: 2003 ;    Location: Church Street South Extension over the New Haven Interlocking and Rail Yard, connecting Union Avenue and Sargent Drive in the city of New Haven to provide a direct link between downtown New Haven and the Long Wharf and waterfront areas ;    Spans: > Three-span ;    Dimensions: 320-ft-long steel truss center span (850-ton self-weight) in 1,274-ft-long 56-ft-wide eight-span bridge ;    Beam Material: Steel ;    Structural Solutions: Truss span w/o deck ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build ;    Construction Equipment: High-capacity crane(s)
  • 2003 - I-70 / Lake St. Louis Boulevard Bridge
      State: Missouri ;    Year: 2003 ;    Location: Over I-70 in St. Charles County, about 3.4 miles east of Route 61 ;    Spans: Two-span ;    Dimensions: 134-ft long and 84-ft wide two-span (67 ft - 67 ft) adjacent box beam bridge ;    Beam Material: Concrete ;    Structural Solutions: Adjacent box beams; MSE walls; Grouted key closure joints ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build; Value Engineering ;    Construction Equipment: Conventional
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    2003 - I-405 / Northeast 8th Street Bridge
      State: Washington ;    Year: 2003 ;    Location: NE 8th Street over I-405 in the city of Bellevue in King County east of Seattle ;    Spans: Two-span ;    Dimensions: 328-ft long and 121.5-ft wide two-span steel girder bridge (164 ft – 164 ft); lateral roll-in of half the width; 2,200-ton half-bridge self weight ;    Beam Material: Steel ;    Structural Solutions: ; FDcBs (Full-width concrete-decked steel beam unit; CIP reinforced concrete closure joints ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build; Incentive / disincentive clauses ;    Construction Equipment: Lateral slide w/roller
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    2002 - SH 86 Bridge over Mitchell Gulch
      State: Colorado ;    Year: 2002 ;    Location: State Highway 86 over Mitchell Gulch between the towns of Franktown and Castle Rock in Douglas County, southeast of Denver ;    Spans: One-span ;    Dimensions: 40-ft-long and 43-ft-wide single-span prestressed concrete slab bridge ;    Beam Material: Concrete ;    Structural Solutions: Adjacent slab beams; Precast abutment caps; Precast abutment stems; Precast wingwalls; PT ducts/bonded; Asphalt overlay w/membrane; Prefabricated railing ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build; Full lane closure; Lane rental; Value Engineering ;    Construction Equipment: Conventional
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    2002 - I-10 Bridge over Lake Pontchartrain (original Twin Spans)
      State: Louisiana ;    Year: 2002 ;    Location: on I-10 over Lake Pontchartrain in southern Louisiana between the cities of New Orleans and Slidell ;    Spans: One-span ;    Dimensions: 65-ft-long and 45.5-ft-wide prestressed concrete girder bridge span; 300-ton self-weight ;    Beam Material: Concrete ;    Structural Solutions: ; • Full-width decked beam unit (FDcBc); CIP reinforced concrete closure joints ;    Geotechnical Solutions: ;    Project Planning: ; • Design-bid-build; • Full lane closure • Incentive / disincentive clauses ;    Construction Equipment: Conventional