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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
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:59.7 ft. [18.2 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]
Operating rating:99.9 tons [90.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
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 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201683.0FairSatisfactorySatisfactoryGoodFO78145
April 201481.9FairGoodSatisfactoryGoodFO86813
March 201281.9GoodVery GoodGoodGoodFO86800
March 201081.9GoodVery GoodGoodGood-89048
March 200881.9GoodGoodGoodGood-89048
March 200681.9GoodExcellentGoodGood-93793
March 200481.9GoodExcellentGoodGood-93189
May 200282.0GoodExcellentGoodGoodFO80471
December 200182.0GoodExcellentGoodGoodFO80471
November 199981.0FairFairGoodGoodFO80471
March 199868.0PoorPoorFairGoodSD78516
February 199654.0PoorPoorPoorFairSD77290
March 199453.0PoorPoorPoorFairSD83161
May 199253.0PoorPoorPoorPoorSD83161
May 199069.0PoorPoorFairFairSD83161