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RTE I278 over NORTHERN BLVD

Map 

Coordinates:
+40.75416, -73.89866
40°45'15" N, 73°53'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I278 over NORTHERN BLVD
Structure number:000000002230680
Location:JCT I278 & SH 25A
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:230.0 ft. [70.1 m]
Total length:236.9 ft. [72.2 m]
Roadway width between curbs:107.9 ft. [32.9 m]
Deck width edge-to-edge:113.9 ft. [34.7 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:18°
Owner:State Highway Agency [01]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span design:Box beam or girders - Multiple [05]
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: November 2014 

Status:Open, no restriction [A]
Average daily traffic:108,218 [as of 2011]
Truck traffic:14% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:98.8 tons [89.8 metric tons]
Sufficiency rating:98.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$921,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201498.0Not deficientGoodExcellentVery Good108218
December 201298.0Not deficientGoodExcellentVery Good108100
November 201098.0Not deficientGoodExcellentVery Good119363
November 200898.0Not deficientGoodExcellentVery Good58552
December 200698.0Not deficientExcellentExcellentVery Good119363
March 200498.0Not deficientExcellentExcellentExcellent119363
May 200259.0Structurally deficientPoorSatisfactoryFair119132
March 200059.0Structurally deficientPoorSatisfactoryFair121585
June 199859.0Structurally deficientPoorSatisfactoryFair106563
June 199645.0Structurally deficientPoorFairPoor102445
April 199445.0Structurally deficientPoorFairPoor124323
June 199245.0Structurally deficientPoorFairPoor116580
September 199045.0Structurally deficientPoorFairPoor116580