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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 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.6
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$4,687,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201579.6Functionally obsoleteSatisfactoryFairFair21451
September 201372.4Functionally obsoleteSatisfactoryFairFair21451
October 201172.6Functionally obsoleteSatisfactoryFairFair17251
October 200972.2Functionally obsoleteSatisfactoryFairFair23745
October 200755.7Structurally deficientSatisfactoryFairPoor23745
October 200556.2Structurally deficientSatisfactoryFairPoor17251
October 200356.2Structurally deficientSatisfactoryFairPoor17251
October 200156.3Structurally deficientSatisfactoryFairPoor15043
November 199963.8Structurally deficientSatisfactoryFairPoor15043
March 199863.8Structurally deficientSatisfactoryFairPoor15043
January 199661.6Structurally deficientFairPoorPoor15043
February 199461.7Structurally deficientFairPoorPoor18100
March 199261.7Structurally deficientFairPoorPoor18100
September 199061.7Structurally deficientFairPoorPoor18100