ABC Project Database

11 bridges found
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    2012 - OR213 Bridge over Washington Street (Jughandle)
      State: Oregon ;    Year: 2012 ;    Location: Cascade Highway South (OR213) over Washington Street in the city of Oregon City in Clackamas County ;    Spans: One-span ;    Dimensions: 130-ft-long and 140-ft-wide single-span steel plate-girder bridge; 800-ton lateral slide ;    Beam Material: Steel ;    Structural Solutions: ; FDcBs (Full-width concrete-decked steel beam unit; CIP reinforced concrete closure joints ;    Geotechnical Solutions: ;    Project Planning: State process; Design-bid-build; Full lane closure; Best value award ;    Construction Equipment: Lateral slide w/roller
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    2012 - Burnt River & UPRR Bridge
      State: Oregon ;    Year: 2012 ;    Location: US 30 (Huntington Highway #449) at Milepost 2.75 over Burnt River and Union Pacific Railroad in Baker County, Oregon ;    Spans: One-span ;    Dimensions: 160-ft-long and 30.67-ft-wide single-span precast prestressed bulb-tee girder bridge; 25 deg. skew ;    Beam Material: Concrete ;    Structural Solutions: Full-depth precast deck panel w/o PT; MSE walls; CIP reinforced concrete closure joints; Grouted blockout w/shear connectors; UHPC closure joints ;    Geotechnical Solutions: ;    Project Planning: State process; Design-bid-build; Full lane closure ;    Construction Equipment: Conventional
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    2011 - Volmer and Johnson Creek Bridges
      State: Oregon ;    Year: 2011 ;    Location: US 26 (Sunset Highway No. 47) at Milepost 2.24 and Milepost 3.26 over Volmer Creek and Johnson Creek, respectively, in Clatsop County ;    Spans: One-span ;    Dimensions: Volmer Creek Bridge: • 29-ft-long and 44-ft-wide single-span precast prestressed slab beam bridge Johnson Creek Bridge: • 29-ft-long and 48-ft-wide single-span precast prestressed slab beam bridge ;    Beam Material: Concrete ;    Structural Solutions: Adjacent slab beams; Precast abutment cap w/backwall; Steel sheet piling; Grouted key closure joints; Socket connection (in precast substructure); Epoxy joints; Asphalt overlay w/membrane; Precast approach slabs; Precast curbs; Other miscellaneous element – precast sleeper slabs; Other miscellaneous element – precast shear lugs ;    Geotechnical Solutions: ;    Project Planning: State process; Design-bid-build ;    Construction Equipment: Conventional
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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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    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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    2006 - Depot Street Bridge
      State: Oregon ;    Year: 2006 ;    Location: Depot Street over the Rogue River in the city of Rogue River in Jackson County, southern Oregon ;    Spans: Two-span ;    Dimensions: 306-ft-long and 76-ft-wide main span concrete tied arch bridge and one 104-ft-long prestressed concrete girder side span; 6,000-ton horizontal skid of 306-ft-long main span ;    Beam Material: Concrete ;    Structural Solutions: ; Arch span w/deck ;    Geotechnical Solutions: CIP substructure under traffic ;    Project Planning: State process; Design-bid-build; Full lane closure ;    Construction Equipment: Lateral Slide w/pad (skids)
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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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    1997 - Imnaha Bridge over Little Sheep Creek
      State: Oregon ;    Year: 1997 ;    Location: Oregon Route 350 over Little Sheep Creek at Milepost 29.34, near the community of Imnaha in Wallowa County ;    Spans: One-span ;    Dimensions: 110-ft-long and 30-ft-wide single-span steel curved girder bridge ;    Beam Material: Steel ;    Structural Solutions: Steel grid (concrete filled) deck; Other superstructure system - half-width curved steel girder span with concrete-filled steel-grid deck; CIP reinforced concrete closure joints ;    Geotechnical Solutions: ;    Project Planning: State process; Design-bid-build ;    Construction Equipment: Lateral slide w/pad (skids)