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RTE I95 over RTE I278, WESTCHESTER CR

Map 

Coordinates:
+40.82809, -73.84499
40°49'41" N, 73°50'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:59.7 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: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]
Operating rating:90.6 tons [82.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
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 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201679.5GoodGoodVery GoodGoodFO102655
April 201482.7GoodGoodVery GoodGoodFO102655
April 201282.7GoodVery GoodVery GoodGoodFO102700
May 201081.6GoodVery GoodVery GoodGood-123480
June 200881.6GoodVery GoodVery GoodGood-123480
May 200682.2GoodVery GoodVery GoodGood-113119
May 200483.2FairExcellentVery GoodSatisfactory-113119
May 200282.4FairExcellentGoodSatisfactoryFO113119
November 200183.1GoodExcellentVery GoodGoodFO113119
November 199982.1FairFairGoodGoodFO113119
July 199770.8FairFairSatisfactoryFairFO100893
June 199564.8PoorPoorFairFairSD100893
August 199366.0FairFairFairFairFO111954
October 199147.0PoorPoorPoorPoorSD111000