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W KINGS BRIDGE RD over MNRR Yard Tracks

Map 

Coordinates:
+40.87333, -73.90627
40°52'24" N, 73°54'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:W KINGS BRIDGE RD over MNRR Yard Tracks
Structure number:000000002241489
Location:AT KINGS BRIDGE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:49.9 ft. [15.2 m]
Total length:95.8 ft. [29.2 m]
Roadway width between curbs:73.8 ft. [22.5 m]
Deck width edge-to-edge:105.3 ft. [32.1 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1912
Year reconstructed:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Box beam or girders - Multiple [05]
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: August 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:13,450 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 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: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:106.8 tons [97.1 metric tons]
Inventory rating:63.9 tons [58.1 metric tons]
Sufficiency rating:89.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$6,498,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201689.3GoodVery GoodVery GoodGoodFO13450
August 201489.6GoodVery GoodVery GoodGoodFO7900
June 201289.6GoodVery GoodVery GoodGoodFO7900
June 201089.6GoodVery GoodVery GoodGoodFO7900
May 200888.8GoodVery GoodVery GoodGoodFO23745
May 200689.1GoodVery GoodVery GoodGoodFO18101
May 200489.6GoodVery GoodVery GoodGoodFO7900
July 200289.6GoodVery GoodVery GoodGoodFO7900
June 200093.6GoodVery GoodVery GoodGood-7900
August 199895.6FairVery GoodVery GoodSatisfactory-7900
April 199684.1FairSatisfactorySatisfactoryFair-7900
May 199484.0FairSatisfactorySatisfactoryFair-7900
July 199282.0FairSatisfactorySatisfactoryFair-7900
June 199082.0FairSatisfactorySatisfactoryFair-7900