ABC Project Database

8 bridges found
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    2013 – I-5 / Skagit River Bridge Span 8 Replacement
      State: Washington ;    Year: 2013 ;    Location: Interstate 5 across the Skagit River between the cities of Mount Vernon and Burlington in northwestern Washington State ;    Spans: > Three-span ;    Dimensions: The existing bridge was four steel through truss main spans (simple spans), eight concrete girder spans. The collapsed span was one of the steel through truss spans. The replacement span is eight W65DG lightweight prestressed concrete deck bulb tee girders with 1.5" concrete overlay, spaced at 7.25'. The replacement span was 60' wide and 163' long. ;    Beam Material: Concrete ;    Structural Solutions: Adjacent deck bulb T beams; FDcBc (full-width concrete-decked concrete beam unit) - total superstructure span slid into place on existing foundation; LWC beams; high-strength CIP reinforced closure joint; micro-silica concrete overlay ;    Geotechnical Solutions: ;    Project Planning: ; (1) Emergency Contract - used to remove collapsed span and construct temporary Acrow span. (2) Design-Build Contract - used to construct permanent span and slide temporary and permanent spans.; A+B+C bidding ;    Construction Equipment: Lateral slide w/pads (skid tracks and horizontal jacks); high-capacity crane on barge
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    2011 - I-5 / US 12 Bridge at Grand Mound
      State: Washington ;    Year: 2011 ;    Location: US 12 over I-5 at Grand Mound in Thurston County, south of Olympia ;    Spans: Two-span ;    Dimensions: 176-ft long and 84-ft wide two-span (88 ft – 88 ft) prestressed deck bulb T girder bridge; 29.4º skew ;    Beam Material: Concrete ;    Structural Solutions: Adjacent deck bulb T beams; Precast cap & column(s); CIP reinforced concrete closure joints; Grouted key closure joints; Grouted duct connection (in precast substructure); Precast diaphragms ;    Geotechnical Solutions: ;    Project Planning: ; Design-bid-build ;    Construction Equipment: Conventional
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    2011 – SR 303 Manette Bridge
      State: Washington ;    Year: 2011 ;    Location: Kitsap County ;    Spans: > Three-span ;    Dimensions: Seven span precast, post-tensioned concrete variable depth I-girder with CIP deck. One 160' span, five 250' spans and one 140' span. 32' roadway width and 12' sidewalk. ;    Beam Material: Concrete ;    Structural Solutions: Precast caisson caps ;    Geotechnical Solutions: ;    Project Planning: ; Design-Bid Build ;    Construction Equipment: High-capacity crane
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    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' long with the roadway width varying from 45' to 46'. All pier are normal to the roadway alignment. The precast crossbeam elements were 45' long x 7' wide and varied in depth from 2' to 5'. ;    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
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    2005 - Hood Canal Bridge (East Approach Spans)
      State: Washington ;    Year: 2005 ;    Location: officially the William A. Bugge Bridge, on State Route 104 between Kitsap County and Jefferson County at the mouth of Hood Canal, northwest of Seattle, connecting the Olympic and Kitsap Peninsulas; the east approach spans are on the Kitsap County side of the bridge ;    Spans: > Three-span ;    Dimensions: 605-ft long and 40-ft wide five-span (125 ft – 125 ft – 122 ft – 122 ft – 111 ft) prestressed bulb-tee girder east approach; roll-in; 3,800-ton self-weight ;    Beam Material: Concrete ;    Structural Solutions: Precast backwalls; FDcBc (Full-width concrete-decked concrete beam unit); CIP reinforced concrete closure joints; Precast approach slabs ;    Geotechnical Solutions: CIP substructure under traffic ;    Project Planning: ; Design-bid-build ;    Construction Equipment: Lateral slide w/roller
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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 - 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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    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