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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: October 2014 

Status:Open, no restriction [A]
Average daily traffic:45,747 [as of 1994]
Truck traffic:8% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:92.8 tons [84.4 metric tons]
Inventory rating:51.9 tons [47.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:92.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$962,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201492.7Functionally obsoleteSatisfactoryGoodSatisfactory45747
October 201292.7Functionally obsoleteGoodGoodSatisfactory45747
October 201092.7Functionally obsoleteGoodGoodSatisfactory46395
November 200892.7Functionally obsoleteGoodGoodSatisfactory46775
September 200693.0Functionally obsoleteGoodGoodSatisfactory40526
September 200492.7Functionally obsoleteGoodGoodSatisfactory45747
August 200296.8Not deficientGoodGoodSatisfactory45747
August 200094.8Not deficientSatisfactoryGoodSatisfactory45747
September 199893.8Not deficientFairSatisfactorySatisfactory45747
August 199661.4Structurally deficientPoorFairPoor45747
September 199461.9Structurally deficientPoorFairPoor43499
May 199266.9Structurally deficientPoorPoorPoor9705
June 199064.4Structurally deficientPoorFairPoor31218