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RTE 440 over FRESH KILLS(E BR), NORTH

Map 

Coordinates:
+40.57741, -74.19081
40°34'39" N, 74°11'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 440 over FRESH KILLS(E BR), NORTH
Structure number:000000001069732
Location:AT FRESH KILLS & WSE
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:151.9 ft. [46.3 m]
Total length:606.0 ft. [184.7 m]
Roadway width between curbs:48.9 ft. [14.9 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Vertical clearance below bridge:29.9 ft. [9.1 m]
Owner:State Highway Agency [01]
Year built:1956
Year reconstructed:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:46,392 [as of 2010]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:75.8 tons [68.9 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:89.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,159,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201689.6FairSatisfactoryGoodSatisfactoryFO46392
October 201492.7FairSatisfactoryGoodSatisfactoryFO45747
October 201292.7FairGoodGoodSatisfactoryFO45747
October 201092.7FairGoodGoodSatisfactoryFO46395
November 200892.7FairGoodGoodSatisfactoryFO46775
September 200693.0FairGoodGoodSatisfactoryFO40526
September 200492.7FairGoodGoodSatisfactoryFO45747
August 200296.8FairGoodGoodSatisfactory-45747
August 200094.8FairSatisfactoryGoodSatisfactory-45747
September 199893.8FairFairSatisfactorySatisfactory-45747
August 199661.4PoorPoorFairPoorSD45747
September 199461.9PoorPoorFairPoorSD43499
May 199266.9PoorPoorPoorPoorSD9705
June 199064.4PoorPoorFairPoorSD31218