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HR2 & 4 over HR11, HR7 8 AND 9 .

Map 

Coordinates:
+40.84795, -73.94337
40°50'53" N, 73°56'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HR2 & 4 over HR11, HR7 8 AND 9 .
Structure number:00000000552254B
Location:800 FT S OF GEO WASHTN BR
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:120.7 ft. [36.8 m]
Total length:629.0 ft. [191.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Owner:Local Toll Authority [32]
Year built:1960
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:10
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,500 [as of 1966]
Truck traffic:10% of total traffic
Deck condition:Fair [5 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:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:81.5 tons [74.1 metric tons]
Inventory rating:32.3 tons [29.4 metric tons]
Sufficiency rating:61.6
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$17,751,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201561.6FairFairFairFairFO8500
August 201361.5FairFairFairFairFO8500
August 201161.5FairFairFairSatisfactoryFO8500
August 200961.5FairFairFairSatisfactoryFO8500
August 200761.5FairFairFairSatisfactoryFO8500
August 200561.5FairFairFairSatisfactoryFO8500
September 200373.7FairSatisfactorySatisfactorySatisfactoryFO8500
August 200173.4FairSatisfactorySatisfactorySatisfactoryFO8500
September 199973.4FairSatisfactorySatisfactorySatisfactoryFO8500
September 199761.3FairFairFairFairFO8500
September 199545.1PoorPoorPoorPoorSD8500
October 199345.1PoorPoorPoorPoorSD8500
July 199147.4PoorPoorFairPoorSD8500