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KANE STREET over RTE I278, RTE I278

Map

Coordinates:
+40.68728, -73.99994
40°41'14" N, 73°59'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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:81.0 ft. [24.7 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:13.1 ft. [4.0 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 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,365 [as of 2011]
Truck traffic:4% 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]
Sufficiency rating:80.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,400,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017PoorPoorFairFair136580.0
May 2016PoorPoorFairFair139380.0
May 2015PoorPoorFairFair139280.0
March 2014PoorPoorFairFair139280.0
August 2013PoorPoorFairFair137680.0
March 2012PoorPoorFairFair140080.0
April 2010FairFairFairFair171082.0
April 2008FairFairFairFair179482.0
April 2006FairFairFairFair171086.0
March 2004FairFairFairFair171082.0
April 2002FairFairFairFair210082.0
March 2000FairSatisfactoryFairFair210083.0
April 1998PoorPoorFairFair210080.0
June 1996PoorPoorPoorPoor210064.0
July 1994PoorPoorFairPoor210047.0
June 1992PoorPoorFairPoor210047.0
January 1990PoorPoorFairPoor210047.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.640632206
Steel Protective Coatingsq. ft.5,3605,360000
Deck
Reinforced Concrete Decksq. ft.4,9202,1622,698600
Wearing Surfacessq. ft.3,20003,0901100
Substructure
Reinforced Concrete Pier Walllinear ft.6161000
Reinforced Concrete Abutmentlinear ft.122122000
Joints
Compression Jointlinear ft.122084380
Bearings
Movable Bearingeach1600160
Steel Protective Coatingsq. ft.64323200
Fixed Bearingeach86020
Steel Protective Coatingsq. ft.3203200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.160156040
Steel Protective Coatingsq. ft.550055000