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RTE 440 over Innis Street, KILL VAN K

Map 

Coordinates:
+40.63957, -74.14312
40°38'22" N, 74°08'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 440 over Innis Street, KILL VAN K
Structure number:000000005523040
Location:BAYONNE BR OVR KIL VN KUL
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:Yes [1]
Length of largest span:1675.0 ft. [510.5 m]
Total length:6641.1 ft. [2024.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:74.2 ft. [22.6 m]
Vertical clearance above deck:20.0 ft. [6.1 m]
Vertical clearance below bridge:134.8 ft. [41.1 m]
Owner:Local Toll Authority [32]
Year built:1931
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Steel [3]
Main span design:Arch - Thru [12]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:15,221 [as of 2014]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:81.1 tons [73.7 metric tons]
Inventory rating:32.3 tons [29.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:45.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$310,714,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201545.3Functionally obsoleteGoodFairFair15221
September 201345.2Functionally obsoleteGoodFairFair23902
September 201145.2Functionally obsoleteGoodFairFair23900
September 200946.2Functionally obsoleteGoodFairFair18252
October 200745.2Functionally obsoleteGoodFairFair23087
October 200545.2Functionally obsoleteGoodFairFair29464
October 200345.2Functionally obsoleteGoodFairFair14700
October 200145.0Functionally obsoleteGoodFairFair14700
October 199948.0Structurally deficientPoorFairFair14700
October 199718.0Structurally deficientPoorPoorPoor14700
August 199533.8Structurally deficientPoorPoorPoor14700
December 199333.8Structurally deficientPoorPoorPoor14700
September 199129.8Structurally deficientPoorPoorPoor14700