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RTE 440 over CRK AT STA 182+70

Map 

Coordinates:
+40.55753, -74.20439
40°33'27" N, 74°12'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 440 over CRK AT STA 182+70
Structure number:000000001078990
Location:0.5 MI S OF FRESH KILLS
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:8.9 ft. [2.7 m]
Total length:21.0 ft. [6.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:257.9 ft. [78.6 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1968
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:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:94,613 [as of 2010]
Truck traffic:4% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Inventory rating:106.8 tons [97.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:71.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$455,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201571.1Functionally obsolete---94613
November 201371.1Functionally obsolete---94613
November 201172.5Functionally obsolete---40000
November 200972.5Functionally obsolete---40000
October 20075.0Functionally obsolete---40000