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FINGERBOARD RD over RTE I278, RTE I278

Map

Coordinates:
+40.60393, -74.06919
40°36'14" N, 74°04'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FINGERBOARD RD over RTE I278, RTE I278
Structure number:000000001067850
Location:1.8MI W JCT I278+BELT PKY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:103.0 ft. [31.4 m]
Total length:210.0 ft. [64.0 m]
Roadway width between curbs:52.2 ft. [15.9 m]
Deck width edge-to-edge:73.8 ft. [22.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:2012
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Tee beam [04]
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: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,356 [as of 2011]
Truck traffic:6% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
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:80.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$8,724,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016GoodExcellentExcellentExcellent435680.5
April 2014GoodExcellentExcellentExcellent717176.6
May 2012GoodExcellentExcellentExcellent717176.6
May 2010FairSatisfactoryGoodGood717173.5
June 2008FairSatisfactoryGoodGood768873.5
June 2006FairSatisfactoryGoodGood717173.5
May 2004FairSatisfactoryGoodGood717173.5
June 2002FairSatisfactoryGoodGood717173.5
October 2000FairSatisfactoryGoodGood717173.5
September 1998FairFairGoodSatisfactory768272.5
November 1996PoorPoorFairFair798358.7
October 1994PoorPoorFairSatisfactory470059.4
October 1992PoorPoorFairPoor470046.1
September 1990PoorFairPoorPoor470048.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.2,8802,880000
Deck
Prestressed Concrete Top Flangesq. ft.15,24415,244000
Wearing Surfacessq. ft.11,1249,7331,39100
Substructure
Reinforced Concrete Pier Walllinear ft.7575000
Reinforced Concrete Abutmentlinear ft.150150000
Bearings
Elastomeric Bearingeach2828000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.412412000