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HR2 & 4 over HR 111, 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 HR 111, 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:Local (Urban) [19]
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:34.5 ft. [10.5 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 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:61.6
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$17,751,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201561.6Functionally obsoleteFairFairFair8500
August 201361.5Functionally obsoleteFairFairFair8500
August 201161.5Functionally obsoleteFairFairSatisfactory8500
August 200961.5Functionally obsoleteFairFairSatisfactory8500
August 200761.5Functionally obsoleteFairFairSatisfactory8500
August 200561.5Functionally obsoleteFairFairSatisfactory8500
September 200373.7Functionally obsoleteSatisfactorySatisfactorySatisfactory8500
August 200173.4Functionally obsoleteSatisfactorySatisfactorySatisfactory8500
September 199973.4Functionally obsoleteSatisfactorySatisfactorySatisfactory8500
September 199761.3Functionally obsoleteFairFairFair8500
September 199545.1Structurally deficientPoorPoorPoor8500
October 199345.1Structurally deficientPoorPoorPoor8500
July 199147.4Structurally deficientPoorFairPoor8500