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W KINGS BRIDGE RD over RTE I87, RTE I87

Map 

Coordinates:
+40.87330, -73.90615
40°52'24" N, 73°54'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:W KINGS BRIDGE RD over RTE I87, RTE I87
Structure number:000000001066959
Location:2.2 MI N JCT I87 & I95
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:48.9 ft. [14.9 m]
Total length:98.8 ft. [30.1 m]
Roadway width between curbs:86.0 ft. [26.2 m]
Deck width edge-to-edge:118.4 ft. [36.1 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Owner:State Highway Agency [01]
Year built:1954
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: September 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:21,451 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:58.9 tons [53.5 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:79.6
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$4,687,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201579.6FairSatisfactoryFairFairFO21451
September 201372.4FairSatisfactoryFairFairFO21451
October 201172.6FairSatisfactoryFairFairFO17251
October 200972.2FairSatisfactoryFairFairFO23745
October 200755.7PoorSatisfactoryFairPoorSD23745
October 200556.2PoorSatisfactoryFairPoorSD17251
October 200356.2PoorSatisfactoryFairPoorSD17251
October 200156.3PoorSatisfactoryFairPoorSD15043
November 199963.8PoorSatisfactoryFairPoorSD15043
March 199863.8PoorSatisfactoryFairPoorSD15043
January 199661.6PoorFairPoorPoorSD15043
February 199461.7PoorFairPoorPoorSD18100
March 199261.7PoorFairPoorPoorSD18100
September 199061.7PoorFairPoorPoorSD18100