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RTE I278 over RTE I478, HAMILTON AVENU

Map

Coordinates:
+40.67946, -74.00359
40°40'46" N, 74°00'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I278 over RTE I478, HAMILTON AVENU
Structure number:00000000106531P
Location:JCT BQ EX & GOWANUS EX SB
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:246.4 ft. [75.1 m]
Total length:2317.0 ft. [706.2 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:49.5 ft. [15.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:16
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:113,332 [as of 2002]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:79.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$73,001,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017GoodVery GoodGoodGood11333279.0
September 2015GoodVery GoodGoodGood11333279.0
September 2013GoodVery GoodVery GoodGood11333279.0
September 2011GoodVery GoodVery GoodGood11333279.0
September 2009GoodVery GoodVery GoodGood11333279.0
September 2007GoodVery GoodVery GoodVery Good11333279.0
July 2005GoodExcellentExcellentVery Good11333279.0
August 2003GoodExcellentExcellentVery Good11333279.0
August 2001GoodExcellentExcellentExcellent14932379.0
August 1999GoodExcellentExcellentExcellent11967179.0
July 1997GoodVery GoodGoodGood12918779.0
June 1995FairVery GoodSatisfactorySatisfactory12918779.0
November 1993FairVery GoodSatisfactorySatisfactory10544679.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.11,42410,2841,14000
Steel Protective Coatingsq. ft.139,89697,92527,978013,993
Deck
Reinforced Concrete Decksq. ft.82,49570,12012,37230
Wearing Surfacessq. ft.78,48059,14619,33400
Substructure
Reinforced Concrete Columneach3427340
Concrete Protective Coatingsq. ft.85564121400
Reinforced Concrete Pier Walllinear ft.183183000
Reinforced Concrete Abutmentlinear ft.4738900
Steel Pier Caplinear ft.6675857660
Steel Protective Coatingsq. ft.8,0015,6141,6540733
Joints
Pourable Jointlinear ft.106106000
Compression Jointlinear ft.6563032041463
Assembly with Sealeach47331400
Bearings
Pot Bearingeach1551203500
Steel Protective Coatingsq. ft.62001730447
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3,2282,57964540