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RTE 907C over BEDFORD AVENUE

Map 

Coordinates:
+40.58506, -73.94382
40°35'06" N, 73°56'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 907C over BEDFORD AVENUE
Structure number:000000002231429
Location:IN SHEEPSHEAD BAY
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:52.8 ft. [16.1 m]
Total length:142.7 ft. [43.5 m]
Roadway width between curbs:78.1 ft. [23.8 m]
Deck width edge-to-edge:83.7 ft. [25.5 m]
Vertical clearance below bridge:12.8 ft. [3.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1942
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:139,882 [as of 2011]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 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 replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:46.9 tons [42.6 metric tons]
Inventory rating:27.9 tons [25.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$11,294,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201474.0Functionally obsoleteFairSatisfactoryFair139882
April 201272.0Structurally deficientPoorSatisfactoryFair139900
April 201083.0Structurally deficientPoorSatisfactorySatisfactory151992
May 200883.0Structurally deficientPoorSatisfactorySatisfactory135069
March 200683.0Structurally deficientPoorSatisfactorySatisfactory144555
April 200483.0Structurally deficientPoorSatisfactorySatisfactory151992
April 200284.1Structurally deficientPoorSatisfactorySatisfactory6559
August 200077.0Structurally deficientPoorSatisfactorySatisfactory6559
September 199874.1Structurally deficientPoorSatisfactorySatisfactory6559
August 199649.0Structurally deficientPoorPoorPoor134606
July 199450.0Structurally deficientPoorPoorPoor120141
June 199249.0Structurally deficientSeriousPoorPoor115000
July 199149.0Structurally deficientSeriousPoorPoor115000