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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
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:14.4 ft. [4.4 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]
Operating rating:106.8 tons [97.1 metric tons]
Inventory rating:63.9 tons [58.1 metric tons]
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 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201680.5GoodExcellentExcellentExcellent-4356
April 201476.6GoodExcellentExcellentExcellent-7171
May 201276.6GoodExcellentExcellentExcellent-7171
May 201073.5FairSatisfactoryGoodGoodFO7171
June 200873.5FairSatisfactoryGoodGoodFO7688
June 200673.5FairSatisfactoryGoodGoodFO7171
May 200473.5FairSatisfactoryGoodGoodFO7171
June 200273.5FairSatisfactoryGoodGoodFO7171
October 200073.5FairSatisfactoryGoodGoodFO7171
September 199872.5FairFairGoodSatisfactoryFO7682
November 199658.7PoorPoorFairFairSD7983
October 199459.4PoorPoorFairSatisfactorySD4700
October 199246.1PoorPoorFairPoorSD4700
September 199048.1PoorFairPoorPoorSD4700