ABC Project Database

117 bridges found
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    2002 - US 26 Bridge over Mill Creek
      State: Oregon ;    Year: 2002 ;    Location: US 26 at Milepost 92.68 over Mill Creek in Wasco County between Oregon Route 216 and the town of Warm Springs ;    Spans: > Three-span ;    Dimensions: 536-ft-long and 35-ft-wide five-span continuous steel deck truss bridge (20 ft - 165 ft - 165 ft - 265 ft - 20 ft) ;    Beam Material: Steel ;    Structural Solutions: • Exodermic deck; CIP reinforced concrete closure joints; Asphalt overlay w/o membrane ;    Geotechnical Solutions: ;    Project Planning: • State process; • Design-bid-build; • Full lane closure ;    Construction Equipment:
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    2001 - Keaiwa Stream Bridge
      State: Hawaii ;    Year: 2001 ;    Location: Route 11 near the town of Pahala on the southeast side of the Island of Hawaii ;    Spans: > Three-span ;    Dimensions: 230-ft-long and 42.33-ft-wide seven-span prestressed concrete slab beam bridge (30 ft – 5 @ 34 ft – 30 ft); 42.5º skew ;    Beam Material: Concrete ;    Structural Solutions: Adjacent slab beams; Grouted key closure joints ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build; Full lane closure; Incentive / disincentive clauses ;    Construction Equipment: Conventional
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    2001 - Illinois Route 29 Bridge over Sugar Creek
      State: Illinois ;    Year: 2001 ;    Location: 1 mile east of Springfield, in Sangamon County ;    Spans: > Three-span ;    Dimensions: Two adjacent bridges: (1) 253.1-ft long and 37.4-ft wide five-span eastbound bridge; (2) 251.0-ft long, 37.4-ft wide four-span westbound bridge ;    Beam Material: Steel ;    Structural Solutions: Full-depth precast deck panel w/PT; CIP reinforced concrete closure joints; Standard concrete overlay ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build ;    Construction Equipment: The low bid for bridge pay items was $1.08 million, and the total contract was $6.77 million including roadwork and two additional bridges built with conventional decks. Cost was $57 per sq ft of bridge deck area, compared to the average re-decking cost at that time of $35 per sq ft. The additional costs can be attributed to first use; the Illinois DOT believes those costs will go down with increased usage and contractors becoming more accustomed to this type of work.
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    2001 - MD Route 24 Bridge over Deer Creek (Rocks Steel Truss Bridge)
      State: Maryland ;    Year: 2001 ;    Location: on MD Route 24 over Deer Creek near Rock State Park in Harford County in northeastern Maryland ;    Spans: One-span ;    Dimensions: 122.5-ft-long and 33-ft wide single-span through-truss bridge ;    Beam Material: Steel ;    Structural Solutions: FRP deck panels; CIP reinforced concrete closure joints; Grouted blockout w/shear connectors; Asphalt overlay w/o membrane ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build; Full lane closure; Incentive / disincentive clauses ;    Construction Equipment: Conventional
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    2001 - I-5 / South 38th Street Bridge
      State: Washington ;    Year: 2001 ;    Location: South 38th Street over I-5 in the city of Tacoma in Pierce County ;    Spans: Two-span ;    Dimensions: 325-ft-long and 106-ft-wide two-span prestressed trapezoidal tub girder bridge (160.75 ft -164.25 ft) ;    Beam Material: Concrete ;    Structural Solutions: • Partial-depth precast deck panels ;    Geotechnical Solutions: ;    Project Planning: ; • Design-bid-build; • Full lane closure• Incentive / disincentive clause ;    Construction Equipment: Conventional
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    2000 - Kouwegok Slough Bridge
      State: Alaska ;    Year: 2000 ;    Location: On the southeast corner of Norton Sound across the Kouwegok Slough in the village of Unalakleet, approximately 500 miles west of Fairbanks ;    Spans: Three-span ;    Dimensions: 378-ft long and 25-ft wide three-span steel beam bridge (114 ft – 144 ft – 114 ft) ;    Beam Material: Steel ;    Structural Solutions: Full-depth precast deck panel w/o PT; Precast pile caps; Precast abutment caps; Precast lagging panels; Grouted key closure joint; Grouted blockout w/shear connectors ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build ;    Construction Equipment: Conventional
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    1999 - Sedley Bridge
      State: Indiana ;    Year: 1999 ;    Location: Sedley Road (CR 475W) over the Norfolk/Southern/CSX railroad tracks in Porter County near Wheeler in northern Indiana ;    Spans: One-span ;    Dimensions: 110.5-ft-long and 39.3-ft-wide single-span precast post-tensioned through-girder bridge ;    Beam Material: Concrete ;    Structural Solutions: PT concrete through-girder; MSE walls; CIP reinforced concrete closure joints; Grouted key closure joints; PT ducts/bonded; Micro-silica concrete overlay ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build; Full lane closure ;    Construction Equipment: Conventional
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    1999 - Beaufort and Morehead Railroad Trestle Bridge
      State: North Carolina ;    Year: 1999 ;    Location: US Highway 70 over Newport River between Morehead City and Radio Island in Carteret County ;    Spans: > Three-span ;    Dimensions: 495-ft-long (15 spans @ 33 ft) 12-ft-wide prestressed concrete adjacent T beam trestle-span approaches on the west side of the bascule span and 1,749-ft-long (53 spans @ 33 ft) 12-ft-wide prestressed concrete tee-beam trestle-span approaches on the east side of ;    Beam Material: Concrete ;    Structural Solutions: Adjacent T beams; Precast pile caps; Precast abutment caps; Precast backwalls; Precast wingwalls; Pocket connection (in precast substructure); Prefabricated railing; Other miscellaneous element – precast flat slab transition spans and thrust block ribs ;    Geotechnical Solutions: ;    Project Planning: ; Design-build; Full lane closure (i.e., full track closure) ;    Construction Equipment: Conventional
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    1998 - Dead Run and Turkey Run Bridges (VA)
      State: Virginia ;    Year: 1998 ;    Location: George Washington Memorial Parkway ;    Spans: Three-span ;    Dimensions: Dead Run: Two 305-ft long and 36-ft wide, two-lane, three-span adjacent bridges (96 ft - 113 ft - 96 ft); 0º skew and 2,290-ft radius horizontal curve [only southbound bridge deck replaced]; Turkey Run: Two 402-ft-long and 36-ft wide, two-lane, four- ;    Beam Material: Concrete ;    Structural Solutions: Full-depth precast deck panel w/PT; Grouted key closure joint; PT ducts/bonded; Latex-modified overlay ;    Geotechnical Solutions: ;    Project Planning: ; Other project delivery: competitive negotiated procurement; Full lane closure; Incentive / disincentive clauses ;    Construction Equipment: Conventional
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    1997 - Maritime Off-Ramp Bridge at I-80 & I-880
      State: California ;    Year: 1997 ;    Location: Off-ramp at intersection of I-80 and I-880 in City of Oakland, providing access to the Port of Oakland through a U-turn from westbound I-80 ;    Spans: > Three-span ;    Dimensions: 2,356-ft-long and 35.5-ft to 37.5-ft wide 13-span bridge roll-in; constructed with 13 prefabricated orthotropic sections weighing 250 - 459 tons in 123-ft to 219-ft-long sections ;    Beam Material: Steel ;    Structural Solutions: ; Steel orthotropic box girder spans ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build; A+B bidding; Full lane closure; Incentive / disincentive clauses ;    Construction Equipment: Towed modular transporters