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RTE I278 over LILY POND AVENUE

Map 

Coordinates:
+40.60305, -74.06558
40°36'11" N, 74°03'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I278 over LILY POND AVENUE
Structure number:000000005521929
Location:W OF I278 & THE NARROWS
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:108.9 ft. [33.2 m]
Total length:113.9 ft. [34.7 m]
Roadway width between curbs:415.0 ft. [126.5 m]
Deck width edge-to-edge:423.9 ft. [129.2 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:33°
Owner:Local Toll Authority [32]
Year built:1961
Year reconstructed:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span 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 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:182,676 [as of 2011]
Truck traffic:9% of total traffic
Deck condition:Excellent [9 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:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:92.8 tons [84.4 metric tons]
Inventory rating:51.9 tons [47.2 metric tons]
Sufficiency rating:81.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$27,207,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201681.3GoodExcellentGoodGood-182676
September 201481.3GoodExcellentGoodGood-182676
September 201281.3GoodExcellentGoodGood-182700
September 201083.3GoodExcellentGoodGood-189767
September 200883.3FairExcellentGoodSatisfactory-189962
July 200653.3PoorPoorSatisfactoryPoorSD103141
July 200455.3PoorFairSatisfactoryPoorSD202650
August 200255.3PoorFairSatisfactoryPoorSD190745
June 200055.3PoorFairSatisfactoryPoorSD184242
June 199855.3PoorFairSatisfactoryPoorSD182039
June 199653.3PoorPoorFairPoorSD118957
May 199453.3PoorPoorFairPoorSD168500
June 199052.3PoorPoorSatisfactoryPoorSD168500