2010 – I-70 Bridge over Eagle Canyon (Eastbound)
State: UT
Year: 2010
Owner: State
Location: Rural
Beam material: Steel
Spans: > Three-span
Max Span Length (ft.): 375
Total Bridge Length (ft.): 491
Impact Category: Tier 5 (within 3 months)
Construction Equipment Category: Other ABC Method
Project Planning: State process,
CM/GC,
Full lane closure
Geotechnical Solutions:
Structural Solutions: Full-depth precast deck panel w/PT,
Grouted key closure joint; PT ducts/bonded; Thin-bonded epoxy overlay; LWC deck
2010 – I-15 / Pioneer Crossing Bridge
State: UT
Year: 2010
Owner: State
Location: Urban
Beam material: Concrete
Spans: One-span
Max Span Length (ft.): 191
Total Bridge Length (ft.): 191
Impact Category: Tier 1 (within 1 day)
Construction Equipment Category: SPMTs
Project Planning: State process,
design-build, alternative technical concept,
full lane closure, incentive / disincentive clause
Geotechnical Solutions: embankment surcharge
Structural Solutions: MSE wall,
FDcBc (full-width concrete-decked concrete beam unit),
CIP reinforced closure joint
2010 – I-15 / Layton Parkway Bridge
State: UT
Year: 2010
Owner: State
Location: Urban
Beam material: Steel
Spans: Two-span
Max Span Length (ft.): 108.8
Total Bridge Length (ft.): 217.8
Impact Category: Tier 1 (within 1 day)
Construction Equipment Category: Longitudinal Launching
Project Planning: State process,
design-build,
incentive / disincentive clause
Geotechnical Solutions: embankment surcharge
Structural Solutions: MSE wall,
FDcBs (full-width concrete-decked steel beam unit),
CIP reinforced closure joint, thin-bonded epoxy overlay, LWC deck
2010 – Gordon’s Corner Road Bridge over Route 9
State: NJ
Year: 2010
Owner: State
Location: Urban
Beam material: Steel
Spans: Two-span
Max Span Length (ft.): 59
Total Bridge Length (ft.): 118
Impact Category: Tier 2 (within 3 days)
Construction Equipment Category: Conventional
Project Planning: design-bid-build,
full lane closure, incentive / disincentive clause
Geotechnical Solutions:
Structural Solutions: MDcBs (Modular concrete-Decked steel Beam),
CIP reinforced closure joint, precast approach slab
2010 – Eastern Avenue Bridge
State: DC: District of Columbia
Year: 2010
Owner: District Department of Transportation
Location: Urban
Beam material: Concrete
Spans: Two-span
Max Span Length (ft.): 42.33
Total Bridge Length (ft.): 84.67
Impact Category: Tier 6 (longer but reduced by months/years)
Construction Equipment Category: Conventional
Project Planning: Design-bid-build,
Full lane closure
Geotechnical Solutions: Other foundation/wall: undercut unsuitable in-situ materials and replaced with compacted aggregate base under spread footing,
Structural Solutions: MDcBs (Modular decked beams); Precast cap & column(s),
CIP reinforced concrete closure joints; Grouted key closure joints; Asphalt overlay w/membrane; LWC deck
2010 – Biltmore Avenue Bridge
State: NC
Year: 2010
Owner: State
Location: Urban
Beam material: Steel
Spans: One-span
Max Span Length (ft.): 135
Total Bridge Length (ft.): 135
Impact Category: Tier 6 (longer but reduced by months/years)
Construction Equipment Category: Conventional
Project Planning: design-bid-build,
full lane closure
Geotechnical Solutions: micropile,
Structural Solutions: MDcBs (Modular concrete-Decked steel Beams),
CIP reinforced closure joint
2010 – Ben Sawyer Swing Bridge
State: SC
Year: 2010
Owner: State
Location: Urban
Beam material: Steel
Spans: > Three-span
Max Span Length (ft.): 247
Total Bridge Length (ft.): 1154
Impact Category: Tier 3 (within 2 weeks)
Construction Equipment Category: Lateral Slide
Project Planning: design-build,
full lane closure, incentive / disincentive clause
Geotechnical Solutions: reused substructure/foundation unit,
Structural Solutions: exodermic deck,
truss span w/deck, FDcBs (full-width concrete-decked steel beam unit),
LWC deck
2010 – 41st Street Bridge
State: SD
Year: 2010
Owner: City of Sioux Falls
Location: Urban
Beam material: Concrete
Spans: Three-span
Max Span Length (ft.): 125
Total Bridge Length (ft.): 305
Impact Category: Tier 6 (longer but reduced by months/years)
Construction Equipment Category: Conventional
Project Planning: design-bid-build,
A+B bidding (A B bidding), incentive / disincentive clause, lump sum
Geotechnical Solutions:
Structural Solutions: adjacent box beam,
grouted key closure joint, PT ducts/bonded
2009 – Route 23 Bridge over Otego Creek
State: NY
Year: 2009
Owner: State
Location: Rural
Beam material: Steel
Spans: One-span
Max Span Length (ft.): 131.2
Total Bridge Length (ft.): 131.2
Impact Category: Tier 5 (within 3 months)
Construction Equipment Category: Conventional
Project Planning: Design-bid-build,
Geotechnical Solutions:
Structural Solutions: Full-depth precast deck panel w/o PT (with UHPC closure joints),
CIP reinforced closure joints, UHPC closure joints, standard concrete overlay
2009 – Route 31 Bridge over Canandaigua Outlet
State: NY
Year: 2009
Owner: State
Location: Rural
Beam material: Concrete
Spans: One-span
Max Span Length (ft.): 87.42
Total Bridge Length (ft.): 87.42
Impact Category: Tier 5 (within 3 months)
Construction Equipment Category: Conventional
Project Planning: Design-bid-build,
Geotechnical Solutions:
Structural Solutions: Adjacent deck bulb T beams,
CIP reinforced closure joints, UHPC closure joints, asphalt overlay w/membrane