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WESTCHESTER AVE over RTE I895, RTE I895, NYC

Map 

Coordinates:
+40.82780, -73.88586
40°49'40" N, 73°53'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WESTCHESTER AVE over RTE I895, RTE I895, NYC
Structure number:000000001066717
Location:JCT I95 & I278
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:61.7 ft. [18.8 m]
Total length:130.9 ft. [39.9 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:103.7 ft. [31.6 m]
Vertical clearance above deck:29.5 ft. [9.0 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:41°
Owner:State Highway Agency [01]
Year built:1964
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:Bituminous [6]

Latest Available Inspection: April 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:17,502 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Operating rating:94.6 tons [86.0 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:76.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$7,712,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201676.9FairFairFairSatisfactoryFO17502
April 201476.5FairFairFairSatisfactoryFO24817
April 201276.5FairFairFairSatisfactoryFO24817
June 201076.5FairFairFairSatisfactoryFO24817
June 200876.5FairFairFairSatisfactoryFO24817
June 200676.5FairFairFairSatisfactoryFO24817
August 200476.5FairFairFairSatisfactoryFO24817
March 200287.7FairFairSatisfactorySatisfactoryFO24817
February 200087.9FairFairSatisfactorySatisfactoryFO21572
April 199885.8PoorPoorSatisfactorySatisfactorySD21572
March 199673.3PoorPoorFairFairSD21572
April 199459.1PoorPoorFairPoorSD7000
May 199259.1PoorPoorFairPoorSD7000
May 199056.8PoorPoorPoorPoorSD7000