
1999 – Sedley Bridge
State: IN
Year: 1999
Owner: County
Location: Rural
Beam material: Concrete
Spans: One-span
Max Span Length (ft.): 110.5
Total Bridge Length (ft.): 110.5
Impact Category: Tier 6 (longer but reduced by months/years)
Construction Equipment Category: Conventional
Project Planning: design-bid-build,
full lane closure
Geotechnical Solutions:
Structural Solutions: PT concrete through-girder, full-depth precast deck panel w/PT, MSE wall,
grouted key closure joint, PT ducts/bonded, micro-silica concrete overlay

1999 – Beaufort and Morehead Railroad Trestle Bridge
State: NC
Year: 1999
Owner: State
Location: Urban
Beam material: Concrete
Spans: > Three-span
Max Span Length (ft.): 33
Total Bridge Length (ft.): 495
Impact Category: Tier 3 (within 2 weeks)
Construction Equipment Category: Conventional
Project Planning: design-build,
full lane closure (i.e., full track closure)
Geotechnical Solutions:
Structural Solutions: adjacent T beam, precast pile cap, precast abutment cap, precast backwall, precast wingwall,
pocket connection (in precast substructure), prefabricated railing, other miscellaneous prefabricated element – precast flat slab transition span and thrust block rib

1998 – Dead Run and Turkey Run Bridges (VA)
State: VA
Year: 1998
Owner: National Park Service
Location: Urban
Beam material: Concrete
Spans: Three-span
Max Span Length (ft.): 113
Total Bridge Length (ft.): 402
Impact Category: Tier 2 (within 3 days)
Construction Equipment Category: Conventional
Project Planning: other project delivery - competitive negotiated procurement,
full lane closure, incentive / disincentive clause
Geotechnical Solutions:
Structural Solutions: full-depth precast deck panel w/PT,
grouted key closure joint, PT ducts/bonded, latex-modified overlay

1997 – Maritime Off-Ramp Bridge at I-80 & I-880
State: CA
Year: 1997
Owner: State
Location: Urban
Beam material: Steel
Spans: > Three-span
Max Span Length (ft.): 219
Total Bridge Length (ft.): 2356
Impact Category: Tier 1 (within 1 day)
Construction Equipment Category: Other ABC Method
Project Planning: design-bid-build,
A+B bidding (A B bidding), full lane closure, incentive / disincentive clause
Geotechnical Solutions:
Structural Solutions: steel orthotropic box girder span,

1997 – Imnaha Bridge over Little Sheep Creek
State: OR
Year: 1997
Owner: State
Location: Rural
Beam material: Steel
Spans: One-span
Max Span Length (ft.): 110
Total Bridge Length (ft.): 110
Impact Category: Tier 6 (longer but reduced by months/years)
Construction Equipment Category: Lateral Slide
Project Planning: State process,
Design-bid-build,
Geotechnical Solutions:
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

1996 – George P. Coleman Bridge
State: VA
Year: 1996
Owner: State
Location: Urban
Beam material: Steel
Spans: > Three-span
Max Span Length (ft.): 389
Total Bridge Length (ft.): 3750
Impact Category: Tier 3 (within 2 weeks)
Construction Equipment Category: Other ABC Method
Project Planning: Design-bid-build,
Full lane closure; Incentive / disincentive clause; Lump Sum bonus; Formalized partnering
Geotechnical Solutions: Reused Substructure/Foundation Unit, CIP substructure under traffic,
Structural Solutions: Truss span w/deck,
CIP reinforced concrete closure joints; LWC deck

1993 – US 27 Bridge over Pitman Creek
State: KY
Year: 1993
Owner: State
Location: Urban
Beam material: Steel
Spans: Three-span
Max Span Length (ft.): 300
Total Bridge Length (ft.): 700
Impact Category: Tier 1 (within 1 day)
Construction Equipment Category: Conventional
Project Planning: design-bid-build,
Geotechnical Solutions:
Structural Solutions: exodermic deck,
CIP reinforced closure joint, prefabricated railing, latex-modified overlay

1992 – Oak Creek Bridge
State: AZ
Year: 1992
Owner: State
Location: Rural
Beam material: Concrete
Spans: One-span
Max Span Length (ft.): 190
Total Bridge Length (ft.): 190
Impact Category: Tier 2 (within 3 days)
Construction Equipment Category: Lateral Slide
Project Planning: Design-bid-build,
Full lane closure
Geotechnical Solutions:
Structural Solutions: FDcBc (full-width concrete-Decked concrete Beam Unit),

1992 – Pelican Creek Bridge
State: AK
Year: 1992
Owner: State
Location: Rural
Beam material: Concrete
Spans: Three-span
Max Span Length (ft.): 59.3
Total Bridge Length (ft.): 178
Impact Category: Tier 5 (within 3 months)
Construction Equipment Category: Conventional
Project Planning: Design-bid-build,
Geotechnical Solutions:
Structural Solutions: adjacent T beam (double tee), precast pile cap, precast abutment cap,
PT ducts/bonded, socket connection (in precast substructure)-(caps)

1983 – Linn Cove Viaduct
State: NC
Year: 1983
Owner: National Park Service
Location: Rural
Beam material: Concrete
Spans: > Three-span
Max Span Length (ft.): 180
Total Bridge Length (ft.): 1243
Impact Category: Tier 6 (longer but reduced by months/years)
Construction Equipment Category: Other ABC Method
Project Planning: FHWA Process,
Design-Bid-Build,
Geotechnical Solutions: Micropiles,
Structural Solutions: Precast segmental beam elements; Precast column(s),
PT ducts/bonded

