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2012 – Rock County Road 55 Bridge over Railroad
State: MN
Year: 2012
Owner: Rock County
Location: Rural
Beam material: Concrete
Spans: One-span
Max Span Length (ft.): 82.5
Total Bridge Length (ft.): 82.5
Impact Category: Tier 5 (within 3 months)
Construction Equipment Category: Conventional
Project Planning: design-bid-build,
Geotechnical Solutions: GRS IBS [Geosynthetic Reinforced Soil Integrated Bridge System],
Structural Solutions: adjacent box beams, GRS abutments,
asphalt overlay w/o membrane

2012 – Burnt River & UPRR Bridge
State: OR
Year: 2012
Owner: State
Location: Rural
Beam material: Concrete
Spans: One-span
Max Span Length (ft.): 160
Total Bridge Length (ft.): 160
Impact Category: Tier 6 (longer but reduced by months/years)
Construction Equipment Category: Conventional
Project Planning: State process,
Design-bid-build,
Full lane closure
Geotechnical Solutions:
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

2011 – I-15 / Sam White Lane Bridge
State: UT
Year: 2011
Owner: State
Location: Urban
Beam material: Steel
Spans: Two-span
Max Span Length (ft.): 177
Total Bridge Length (ft.): 354
Impact Category: Tier 1 (within 1 day)
Construction Equipment Category: SPMTs
Project Planning: State process,
Design-build,
Full lane closure
Geotechnical Solutions:
Structural Solutions: FDcBs (full-width concrete-decked steel beam unit),
CIP reinforced concrete closure joints; Thin-bonded epoxy overlay; LWC deck

2011 – SR 303 Manette Bridge
State: WA
Year: 2011
Owner: State
Location: Urban
Beam material: Concrete
Spans: > Three-span
Max Span Length (ft.): 250
Total Bridge Length (ft.): 1550
Impact Category: Tier 1 (within 1 day)
Construction Equipment Category: Other ABC Method
Project Planning: Design-Bid Build
Geotechnical Solutions:
Structural Solutions: Precast caisson caps,

2011 – Chester VT 103 Bridge 8
State: VT
Year: 2011
Owner: State
Location: Urban
Beam material: Concrete
Spans: One-span
Max Span Length (ft.): 56
Total Bridge Length (ft.): 56
Impact Category: Tier 4 (within 1 month)
Construction Equipment Category: Other ABC Method
Project Planning: State process,
design-bid-build,
full lane closure, incentive / disincentive clauses, lump sum bonus
Geotechnical Solutions:
Structural Solutions: MDcBc {Modular concrete-Decked concrete Beam} (28D NEXT Beam), precast abutment caps, precast abutment stems, precast footing(s),
CIP reinforced closure joint (deck), match cast closure joints (abutments), grouted key closure joints (abutments), bars in splice couplers (abutments), socket connections (abutments), epoxy joints (abutments), asphalt overlay w/membrane, precast approach slabs, precast curbs
2011 – US 6 Bridge over Keg Creek
State: IA
Year: 2011
Owner: State
Location: Rural
Beam material: Steel
Spans: Three-span
Max Span Length (ft.): 70
Total Bridge Length (ft.): 204.5
Impact Category: Tier 3 (within 2 weeks)
Construction Equipment Category: Conventional
Project Planning: TPF-5(221),
Design-bid-build,
Full lane closure; Incentive / disincentive clauses
Geotechnical Solutions: Fully-contained flooded backfill
Structural Solutions: MDcBs (Modular decked beams); Precast cap & column(s); Precast backwalls; Precast wingwalls,
CIP reinforced concrete closure joints; Bars in splice couplers; Socket connection (in precast substructure)-(abutments); UHPC closure joints; Precast approach slab; Prefabricated railing

2011 – Chester VT 103 Bridge 9
State: VT
Year: 2011
Owner: State
Location: Urban
Beam material: Concrete
Spans: One-span
Max Span Length (ft.): 119.81
Total Bridge Length (ft.): 119.81
Impact Category: Tier 5 (within 3 months)
Construction Equipment Category: Other ABC Method
Project Planning: State process,
design-bid-build,
full lane closure, incentive / disincentive clauses, lump sum bonus
Geotechnical Solutions:
Structural Solutions: precast abutment caps, precast wingwalls,
match cast closure joints (abutments), PT ducts/un-bonded (abutments), socket connections (abutments), epoxy joints (abutments), asphalt overlay w/membrane, precast approach slabs

2011 – Craig Creek Bridge
State: CA
Year: 2011
Owner: State
Location: Rural
Beam material: Concrete
Spans: One-span
Max Span Length (ft.): 108
Total Bridge Length (ft.): 108
Impact Category: Tier 4 (within 1 month)
Construction Equipment Category: Conventional
Project Planning: Design-bid-build,
Full lane closure; Value Engineering
Geotechnical Solutions:
Structural Solutions: Adjacent box beams; Precast abutment cap w/backwall; Precast wingwalls,
CIP reinforced concrete closure joints; Grouted key closure joint; PT ducts/bonded; Pocket connection (in precast substructure)

2011 – Little Cedar Creek Bridge
State: IA
Year: 2011
Owner: Wapello County
Location: Urban
Beam material: Concrete
Spans: One-span
Max Span Length (ft.): 60
Total Bridge Length (ft.): 60
Impact Category: Tier 5 (within 3 months)
Construction Equipment Category: Conventional
Project Planning: Design-bid-build,
Full lane closure
Geotechnical Solutions: Fully-contained flooded backfill
Structural Solutions: UHPC waffle deck,
CIP reinforced concrete closure joints; Grouted blockout w/shear connectors; UHPC closure joints

2011 – Volmer and Johnson Creek Bridges
State: OR
Year: 2011
Owner: State
Location: Rural
Beam material: Concrete
Spans: One-span
Max Span Length (ft.): 29
Total Bridge Length (ft.): 29
Impact Category: Tier 4 (within 1 month)
Construction Equipment Category: Conventional
Project Planning: State process,
Design-bid-build,
Geotechnical Solutions:
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