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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 2014 

Status:Open, no restriction [A]
Average daily traffic:182,676 [as of 2011]
Truck traffic:10% 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:$1,944,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201481.3Not deficientExcellentGoodGood182676
September 201281.3Not deficientExcellentGoodGood182700
September 201083.3Not deficientExcellentGoodGood189767
September 200883.3Not deficientExcellentGoodSatisfactory189962
July 200653.3Structurally deficientPoorSatisfactoryPoor103141
July 200455.3Structurally deficientFairSatisfactoryPoor202650
August 200255.3Structurally deficientFairSatisfactoryPoor190745
June 200055.3Structurally deficientFairSatisfactoryPoor184242
June 199855.3Structurally deficientFairSatisfactoryPoor182039
June 199653.3Structurally deficientPoorFairPoor118957
May 199453.3Structurally deficientPoorFairPoor168500
June 199052.3Structurally deficientPoorSatisfactoryPoor168500