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RTE 440 over CRK AT STA 182+70

Map

Coordinates:
+40.55751, -74.20437
40°33'27" N, 74°12'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:107,537 [as of 2017]
Truck traffic:9% 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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:70.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,031,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2017Fair6 out of 1010753770.3
October 2015Fair6 out of 109461371.1
November 2013Fair6 out of 109461371.1
November 2011Fair6 out of 104000072.5
November 2009Fair6 out of 104000072.5
October 2007Fair6 out of 10400005.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pile Cap/Footinglinear ft.4004000
Culvert
Reinforced Concrete Culvertlinear ft.51642850380
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.8208200
Steel Protective Coatingsq. ft.200020000