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RTE 440 over FRESH KILLS, NORTH ACCES

Map 

Coordinates:
+40.57639, -74.19021
40°34'35" N, 74°11'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 440 over FRESH KILLS, NORTH ACCES
Structure number:000000001069731
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:609.0 ft. [185.6 m]
Roadway width between curbs:53.2 ft. [16.2 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Vertical clearance below bridge:29.9 ft. [9.1 m]
Owner:State Highway Agency [01]
Year built:1977
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:40,403 [as of 2002]
Truck traffic:8% of total traffic
Deck condition:Fair [5 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:65.9 tons [59.9 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:92.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,034,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201492.0Functionally obsoleteFairGoodSatisfactory40403
October 201293.0Functionally obsoleteGoodGoodVery Good40403
October 201092.7Functionally obsoleteGoodGoodGood46395
November 200892.7Functionally obsoleteGoodGoodGood46775
September 200697.1Not deficientGoodGoodGood40526
September 200497.1Not deficientGoodGoodGood40403
August 200292.7Not deficientGoodGoodGood87020
August 200092.9Not deficientSatisfactorySatisfactorySatisfactory41511
September 199893.7Not deficientSatisfactorySatisfactorySatisfactory25630
August 199664.5Structurally deficientPoorFairPoor24281
September 199463.0Structurally deficientPoorFairPoor43481
May 199268.9Structurally deficientFairFairPoor9705
June 199067.6Structurally deficientSatisfactoryFairPoor31218