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KANE STREET over RTE I278, RTE I278

Map 

Coordinates:
+40.68728, -73.99992
40°41'14" N, 73°59'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:KANE STREET over RTE I278, RTE I278
Structure number:000000002230380
Location:.6 MI NE I278+BATTERY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:39.7 ft. [12.1 m]
Total length:80.7 ft. [24.6 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:61.4 ft. [18.7 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1952
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:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:1,392 [as of 2011]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
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:71.8 tons [65.3 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:80.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$5,096,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201580.0Structurally deficientPoorFairFair1392
March 201480.0Structurally deficientPoorFairFair1392
August 201380.0Structurally deficientPoorFairFair1376
March 201280.0Structurally deficientPoorFairFair1400
April 201082.0Functionally obsoleteFairFairFair1710
April 200882.0Functionally obsoleteFairFairFair1794
April 200686.0Not deficientFairFairFair1710
March 200482.0Functionally obsoleteFairFairFair1710
April 200282.0Functionally obsoleteFairFairFair2100
March 200083.0Functionally obsoleteSatisfactoryFairFair2100
April 199880.0Structurally deficientPoorFairFair2100
June 199664.0Structurally deficientPoorPoorPoor2100
July 199447.0Structurally deficientPoorFairPoor2100
June 199247.0Structurally deficientPoorFairPoor2100
January 199047.0Structurally deficientPoorFairPoor2100