Share:

RTE I95 over RTE I278, WESTCHESTER CR

Map

Coordinates:
+40.82814, -73.84191
40°49'41" N, 73°50'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I95 over RTE I278, WESTCHESTER CR
Structure number:000000001066509
Location:JCT I95 & I278 & I295
Purpose:Carries highway overpass (third level) over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:176.8 ft. [53.9 m]
Total length:3315.1 ft. [1010.4 m]
Roadway width between curbs:130.9 ft. [39.9 m]
Deck width edge-to-edge:137.1 ft. [41.8 m]
Vertical clearance above deck:15.7 ft. [4.8 m]
Vertical clearance below bridge:59.1 ft. [18.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1971
Year reconstructed:2002
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:28
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: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:102,655 [as of 2010]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:79.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$36,010,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016GoodGoodVery GoodGood10265579.5
April 2014GoodGoodVery GoodGood10265582.7
April 2012GoodVery GoodVery GoodGood10270082.7
May 2010GoodVery GoodVery GoodGood12348081.6
June 2008GoodVery GoodVery GoodGood12348081.6
May 2006GoodVery GoodVery GoodGood11311982.2
May 2004FairExcellentVery GoodSatisfactory11311983.2
May 2002FairExcellentGoodSatisfactory11311982.4
November 2001GoodExcellentVery GoodGood11311983.1
November 1999FairFairGoodGood11311982.1
July 1997FairFairSatisfactoryFair10089370.8
June 1995PoorPoorFairFair10089364.8
August 1993FairFairFairFair11195466.0
October 1991PoorPoorPoorPoor11100047.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Closed Web/Box Girderlinear ft.2,0502,050000
Steel Protective Coatingsq. ft.33,427033,1772500
Steel Girder/Beamlinear ft.40,88140,875051
Steel Protective Coatingsq. ft.670,25567,012595,1388,1050
Deck
Reinforced Concrete Decksq. ft.334,491331,2553,23600
Wearing Surfacessq. ft.11,91811,918000
Concrete Protective Coatingsq. ft.286,041286,041000
Substructure
Reinforced Concrete Columneach6868000
Reinforced Concrete Abutmentlinear ft.144144000
Joints
Compression Jointlinear ft.2,3319311,40000
Bearings
Elastomeric Bearingeach2074616100
Steel Protective Coatingsq. ft.2,3334061,92700
Fixed Bearingeach108179100
Steel Protective Coatingsq. ft.1,4251201,30500
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.6,6056,605000