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RTE I278 over 17TH STREET, 3RD AVENUE

Map 

Coordinates:
+40.66629, -73.99556
40°39'59" N, 73°59'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I278 over 17TH STREET, 3RD AVENUE
Structure number:00000000106531J
Location:JCT PROSPECT EXPY & I278
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:76.8 ft. [23.4 m]
Total length:264.1 ft. [80.5 m]
Roadway width between curbs:15.7 ft. [4.8 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Steel [3]
Main spans 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: October 2014 

Status:Open, no restriction [A]
Average daily traffic:7,081 [as of 2003]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:54.9 tons [49.9 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,149,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201479.0Functionally obsoleteVery GoodSatisfactorySatisfactory7081
October 201275.4Functionally obsoleteVery GoodSatisfactorySatisfactory7081
November 201075.4Functionally obsoleteVery GoodSatisfactorySatisfactory7081
June 200868.0Functionally obsoleteFairFairFair7081
April 200662.5Functionally obsoleteFairSatisfactoryFair7081
July 200462.5Functionally obsoleteFairSatisfactoryFair7081
June 200262.4Functionally obsoleteFairSatisfactoryFair94589
February 200062.4Functionally obsoleteFairSatisfactoryFair94589
January 199846.4Structurally deficientPoorFairPoor94589
March 199632.5Structurally deficientPoorPoorSerious94589
May 199549.5Structurally deficientPoorPoorPoor94589
July 199449.5Structurally deficientPoorPoorPoor94589
May 199249.5Structurally deficientPoorPoorPoor94589
August 199149.5Structurally deficientPoorPoorPoor94589