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2016 – Wrights Corners Bridge
State: PA
Year: 2016
Owner: State
Location: Rural
Beam material: Steel
Spans: One-span
Max Span Length (ft.): 45
Total Bridge Length (ft.): 49
Impact Category: Tier 4 (within 1 month)
Construction Equipment Category: Conventional
Project Planning: Public-Private Partnership (P3),
Geotechnical Solutions:
Structural Solutions: MDcBs (Modular concrete-Decked steel Beam) - Folded Steel Plate Girder System (FSPGS),
CIP reinforced concrete closure joints, prefabricated railing, polyester polymer concrete overlay
2014 – Larpenteur Avenue Bridge
State: MN
Year: 2014
Owner: State
Location: Urban
Beam material: Concrete
Spans: Two-span
Max Span Length (ft.): 91.2
Total Bridge Length (ft.): 187.1
Impact Category: Tier 5 (within 3 months)
Construction Equipment Category: Lateral Slide
Project Planning: Design-Build,
Best Value Award
Geotechnical Solutions:
Structural Solutions: FDcBc {Full-Width concrete-Decked concrete Beam Unit},
Thin-Bonded Epoxy Overlay

2013 – Milton-Madison Bridge
State: IN
Year: 2013
Owner: States (Indiana and Kentucky)
Location: Urban
Beam material: Steel
Spans: > Three-span
Max Span Length (ft.): 727
Total Bridge Length (ft.): 3200
Impact Category: Tier 3 (within 2 weeks)
Construction Equipment Category: Lateral Slide
Project Planning: design-build,
full lane closure
Geotechnical Solutions: reused substructure/foundation unit, high-capacity pile, other foundation/wall: finite element analysis of existing pier caissons with passive soil resistance / scour mitigation,
Structural Solutions: MSE wall,
truss span w/deck,
CIP reinforced closure joint

2013 – I-5 / Skagit River Bridge Span 8 Replacement
State: WA
Year: 2013
Owner: State
Location: Rural
Beam material: Concrete
Spans: > Three-span
Max Span Length (ft.): 163
Total Bridge Length (ft.): 1111.75
Impact Category: Tier 1 (within 1 day)
Construction Equipment Category: Lateral Slide
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
Geotechnical Solutions: Reused Substructure/Foundation Unit,
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

2013 – I-84 Bridges over Dingle Ridge Road
State: NY
Year: 2013
Owner: State
Location: Urban
Beam material: Concrete
Spans: One-span
Max Span Length (ft.): 82
Total Bridge Length (ft.): 82
Impact Category: Tier 1 (within 1 day)
Construction Equipment Category: Lateral Slide
Project Planning: design-bid-build,
incentive / disincentive clause, value engineering
Geotechnical Solutions: CIP substructure under traffic (abutment drilled shafts constructed outside footprint of bridge),
Structural Solutions: MDcBc (Type D NEXT beams), precast wingwall,
FDcBc (Full-width concrete-Decked concrete Beam unit - Type D NEXT beams),
precast diaphragm, precast approach slab, other miscellaneous prefabricated element – precast sleeper slab, UHPC closure joint, asphalt overlay w/membrane

2013 – TH 36 over Keller Lake Bridge
State: MN
Year: 2013
Owner: State
Location: Urban
Beam material: Concrete
Spans: Three-span
Max Span Length (ft.): 46.5
Total Bridge Length (ft.): 118.1
Impact Category: Tier 5 (within 3 months)
Construction Equipment Category: Conventional
Project Planning: design-bid-build,
incentive / disincentive clause
Geotechnical Solutions:
Structural Solutions: precast pile caps; precast abutment stems; precast wingwalls; adjacent inverted T beams,
socket connection (in precast substructure)

2012 – TH 53 Bridge over Paleface River
State: MN
Year: 2012
Owner: State
Location: Rural
Beam material: Concrete
Spans: One-span
Max Span Length (ft.): 75
Total Bridge Length (ft.): 75
Impact Category: Tier 5 (within 3 months)
Construction Equipment Category: Conventional
Project Planning: design-bid-build,
full lane closure, incentive / disincentive clause
Geotechnical Solutions:
Structural Solutions: full-depth precast deck panel w/PT,
CIP reinforced closure joint, grouted key closure joint, PT ducts/bonded, thin-bonded epoxy overlay

2012 – Route 202 Bridge over Passaic River
State: NJ
Year: 2012
Owner: State
Location: Urban
Beam material: Steel
Spans: One-span
Max Span Length (ft.): 92
Total Bridge Length (ft.): 92
Impact Category: Tier 3 (within 2 weeks)
Construction Equipment Category: Conventional
Project Planning: design-bid-build,
full lane closure
Geotechnical Solutions:
Structural Solutions: MDcBs (modular concrete-decked steel beams), precast abutment cap, precast backwall, precast wingwall,
CIP reinforced closure joint, socket connection (in precast substructure), asphalt overlay w/o membrane, precast approach slab, prefabricated railing, other miscellaneous element – precast sleeper slab

2012 – Maryland Avenue Bridge
State: MN
Year: 2012
Owner: State
Location: Urban
Beam material: Concrete
Spans: Two-span
Max Span Length (ft.): 102.75
Total Bridge Length (ft.): 210.5
Impact Category: Tier 5 (within 3 months)
Construction Equipment Category: SPMTs
Project Planning: design-build,
best value award
Geotechnical Solutions: EPS geofoam
Structural Solutions: FDcBc {Full-Width concrete-Decked concrete Beam Unit},
thin-bonded epoxy overlay

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