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RTE I278 over RTE I95, WESTCHESTER CRE

Map

Coordinates:
+40.82892, -73.83716
40°49'44" N, 73°50'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I278 over RTE I95, WESTCHESTER CRE
Structure number:000000001066529
Location:JCT I95 & I278 & I678
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:172.9 ft. [52.7 m]
Total length:2692.1 ft. [820.5 m]
Roadway width between curbs:84.0 ft. [25.6 m]
Deck width edge-to-edge:94.2 ft. [28.7 m]
Vertical clearance above deck:14.4 ft. [4.4 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:21
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:Fair
Status:Open, no restriction [A]
Average daily traffic:78,145 [as of 2016]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:83.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,925,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairSatisfactorySatisfactoryGood7814583.0
April 2014FairGoodSatisfactoryGood8681381.9
March 2012GoodVery GoodGoodGood8680081.9
March 2010GoodVery GoodGoodGood8904881.9
March 2008GoodGoodGoodGood8904881.9
March 2006GoodExcellentGoodGood9379381.9
March 2004GoodExcellentGoodGood9318981.9
May 2002GoodExcellentGoodGood8047182.0
December 2001GoodExcellentGoodGood8047182.0
November 1999FairFairGoodGood8047181.0
March 1998PoorPoorFairGood7851668.0
February 1996PoorPoorPoorFair7729054.0
March 1994PoorPoorPoorFair8316153.0
May 1992PoorPoorPoorPoor8316153.0
May 1990PoorPoorFairFair8316169.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.37,50135,0272,46770
Steel Protective Coatingsq. ft.524,974496,47028,474030
Deck
Reinforced Concrete Decksq. ft.291,101262,99528,10510
Substructure
Reinforced Concrete Columneach5300530
Reinforced Concrete Pier Walllinear ft.228228000
Reinforced Concrete Abutmentlinear ft.202202000
Concrete Protective Coatingsq. ft.2,0202,020000
Steel Pier Caplinear ft.109103600
Joints
Compression Jointlinear ft.1,43001,3214960
Assembly with Sealeach211021100
Bearings
Elastomeric Bearingeach65263900
Steel Protective Coatingsq. ft.2600920168
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.10,76610,766000