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RTE 907L over FDR SB AT PEARL, FRANKFO

Map 

Coordinates:
+40.71137, -74.00429
40°42'41" N, 74°00'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 907L over FDR SB AT PEARL, FRANKFO
Structure number:00000000224001B
Location:BROOKLYN BR OVER EAST RVR
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:94.8 ft. [28.9 m]
Total length:1894.8 ft. [577.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:40°
Owner:City or Municipal Highway Agency [04]
Year built:1964
Year reconstructed:2014
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:31
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Closed Grating [4]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:50,000 [as of 2009]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Basically intolerable requiring high priority of corrrective action [3]
Scour condition:Bridge not over waterway. [N]
Operating rating:67.8 tons [61.6 metric tons]
Inventory rating:28.7 tons [26.1 metric tons]
Sufficiency rating:63.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$9,347,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201463.1Not deficientVery GoodSatisfactorySatisfactory50000
August 201249.3Functionally obsoleteVery GoodSatisfactorySatisfactory50000
December 201037.6Functionally obsoleteFairSatisfactoryFair50000
December 200837.6Functionally obsoleteFairSatisfactoryFair50000
June 200649.3Functionally obsoleteFairGoodGood50000
March 200449.3Functionally obsoleteFairGoodGood50000
April 200249.3Functionally obsoleteFairGoodGood50000
April 200049.3Functionally obsoleteFairGoodGood50000
January 199837.6Structurally deficientPoorFairFair50000
March 199614.2Structurally deficientSeriousPoorPoor50000
April 199514.2Structurally deficientSeriousPoorPoor50000
April 199414.2Structurally deficientSeriousPoorPoor50000
April 19932.0Structurally deficientSeriousPoorPoor50000
July 19922.0Structurally deficientSeriousPoorPoor50000
August 19902.0Structurally deficientSeriousPoorPoor50000