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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 clauses
Geotechnical Solutions:
Structural Solutions: Full-depth precast deck panel w/PT,
CIP reinforced concrete closure joints; Grouted key closure joints; 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 caps; Precast backwalls; Precast wingwalls,
CIP reinforced concrete closure joints; Socket connection (in precast substructure); Asphalt overlay w/o membrane; Precast approach slabs; Prefabricated railing; Other miscellaneous element – precast sleeper slabs
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
2011 – Salem Street Bridge Eastbound (93Fast14)
State: MA
Year: 2011
Owner: State
Location: Urban
Beam material: Steel
Spans: Three-span
Max Span Length (ft.): 78
Total Bridge Length (ft.): 160
Impact Category: Tier 2 (within 3 days)
Construction Equipment Category: Other ABC Method
Project Planning: State process,
Early environmental clearance & permitting; Electronic shop drawing submittal & approval process,
Design-Build,
Full lane closure; Warranty; Incentive / disincentive clauses; No Excuse bonus; Value Engineering
Geotechnical Solutions: Reused Substructure/Foundation Unit,
Structural Solutions: MDcBs (modular concrete-decked steel beams),
CIP reinforced concrete closure joints; HESt-LSh concrete joints; Link slab; Asphalt overlay w/membrane
2011 – Mescal Road / J Six Ranch Road Bridge
State: AZ
Year: 2011
Owner: State
Location: Rural
Beam material: Concrete
Spans: > Three-span
Max Span Length (ft.): 55
Total Bridge Length (ft.): 220.67
Impact Category: Tier 6 (longer but reduced by months/years)
Construction Equipment Category: Conventional
Project Planning: Early environmental clearance & permitting, Electronic shop drawing submittal & approval process,
Design-bid-build, Emergency contract,
Full lane closure, Accelerated bid process, Formalized partnering
Geotechnical Solutions:
Structural Solutions: Adjacent box beams,
Grouted key closure joints, PT ducts/un-bonded, Prefabricated railing
2011 – Cedar Street Bridge (Wellesley)
State: MA
Year: 2011
Owner: State
Location: Urban
Beam material: Steel
Spans: Two-span
Max Span Length (ft.): 41.54
Total Bridge Length (ft.): 83.08
Impact Category: Tier 2 (within 3 days)
Construction Equipment Category: SPMTs
Project Planning: State process, Benefit/Cost Method,
Right-of-way acquisition, Electronic shop drawing submittal & approval process,
Design-Build,
Full lane closure, Incentive / disincentive clauses, No Excuse bonus, Lump Sum bonus
Geotechnical Solutions:
Structural Solutions: Precast column cap (precast bent cap; precast crossbeam), Precast abutment cap,
FDcBs (Full-width concrete-decked steel beam,
CIP reinforced concrete closure joint, Bars in splice coupler, Asphalt overlay w/membrane, Precast approach slab
2011 – Lake Champlain Bridge
State: NY
Year: 2011
Owner: State
Location: Urban
Beam material: Steel
Spans: > Three-span
Max Span Length (ft.): 480
Total Bridge Length (ft.): 2200
Impact Category: Tier 6 (longer but reduced by months/years)
Construction Equipment Category: Other ABC Method
Project Planning: early environmental clearance & permitting; electronic shop drawing submittal & approval process,
Design-Bid-Build,
Geotechnical Solutions: micropiles,
Structural Solutions: arch span w/o deck; full-depth precast deck panel w/PT; precast caisson caps,
prefabricated railing
2011 – Uxbridge –River Road Bridge over Ironstone Brook
State: MA
Year: 2011
Owner: State
Location: Urban
Beam material: Steel
Spans: One-span
Max Span Length (ft.): 47
Total Bridge Length (ft.): 47
Impact Category: Tier 6 (longer but reduced by months/years)
Construction Equipment Category: Conventional
Project Planning: design-bid-build,
full lane closure, value engineering
Geotechnical Solutions:
Structural Solutions: MDcBs/FSPGS {Modular concrete-Decked steel Beam}, precast abutment stem, precast retaining wall,
CIP reinforced concrete closure joint, PT ducts/bonded, match cast closure joint, socket connection (in precast substructure), epoxy joint, micro-silica concrete overlay, precast curb
2011 – I-84 Bridge F-114
State: UT
Year: 2011
Owner: State
Location: Rural
Beam material: Concrete
Spans: Three-span
Max Span Length (ft.): 55.83
Total Bridge Length (ft.): 147
Impact Category: Tier 4 (within 1 month)
Construction Equipment Category: Conventional
Project Planning: State process,
Design-bid-build,
A+B+C bidding; Lane rental; Incentive / disincentive clauses
Geotechnical Solutions:
Structural Solutions: Full-depth precast deck panel w/o PT,
Grouted key closure joint; Grouted blockout w/shear connectors; Asphalt overlay w/membrane; LWC deck